SYLLABUS (For the Academic year 2015 – 2016) Civil Engineering Department

M S RAMAIAH INSTITUTE OF TECHNOLOGY

BANGALORE

(Autonomous Institute, Affiliated to VTU)

SYLLABUS

(For the Academic year 2015 – 2016)

VII & VIII Semester, B E

Civil Engineering Department

1

History of the Institute:

M. S. Ramaiah Institute of Technology was started in 1962 by the late Dr. M.S. Ramaiah, our Founder

Chairman who was a renowned visionary, philanthropist, and a pioneer in creating several landmark infrastructure projects in India. Noticing the shortage of talented engineering professionals required to build a modern India, Dr. M.S. Ramaiah envisioned MSRIT as an institute of excellence imparting quality and affordable education. Part of Gokula Education Foundation, MSRIT has grown over the years with significant contributions from various professionals in different capacities, ably led by Dr.

M.S. Ramaiah himself, whose personal commitment has seen the institution through its formative years. Today, MSRIT stands tall as one of India’s finest names in Engineering Education and has produced around 35,000 engineering professionals who occupy responsible positions across the globe.

History of Department:

The Civil Engineering Department was started in the year 1971. Master program M Tech in Structural

Engineering was started in the year 1984. Another milestone was achieved in the year 1994; the department was recognized as Research Center. Over four decades the department has carved its niche in the areas of academics, research, consultancy, collaborative projects, and publications. The department was awarded distinction of 5 years of accreditation by NBA when it was evaluated for third time. Over 12 research scholars have been awarded Ph.D. degree and more than 18 research scholars are pursuing Ph.D. and M.Sc. degree in Engineering. Over 250 technical papers in the reputed journals and conferences are the outcome of active research of the department. The Department holds a patent for Total Replacement of Sand in Concrete by Pond Ash (Patent No 244063). The department has been actively involved in conducting conferences, workshops, FDP’s, Site Visits, Project Tours and several students related programs to provide a platform for sharing and spreading the latest developments in the field of Civil Engineering.

2

Sl.

No.

Name

1 Dr. R. Prabhakara

2 Dr. C.G. Puttappa

3 Dr. Raja Gopal Reddy

4 Dr. K.P. Nagaraja

5 Dr. S.M. Naik

6 Dr. E.T. Arasu

7 Dr. H. Narendra

8 Sri B.G. Jagadeesh Kumar

9 Sri K.V. Manjunath

10 Dr. B. Umadevi

11 Sri V Harish

12 Smt. T.GeethaKumari

13 Smt. Usha. C

14 Smt B Suguna Rao

15 Smt N Sreelatha

16 Sri R Mourougane

17 Smt. Jyothi Roopa.S K

18 Smt. J. Sumalatha

19 Smt.Jyothi.M.R

20 Ms.Swathi.T.S

21 Sri.R. Manjunath

22 Sri. PrasanthSunagar

23 Sri. Anil Kumar R

24 Niranjan G Hiremath

25 Dr H.U.Raghavendra

26 Sri Basavanagowda G M

27 Sri Santhosh D

28 Sri Nambiyanna B

29 Sri Raje Gowda

30 Sri Harish M L

31 Sri Vinod kumar H A

32 Sri Charan Prasad M

33 Smt Shilpa D N

34 Smt Nagashree B

1 Ms. Kavitha G

2 Sri. S.Padmanathan

3 Sri. Mithun. C

4 Sri. Pramod Kumar.M

5 Sri. K.F.Jojo

6 Sri. M.Sreedhara

7 Sri. M.Chandrashekaraiah

8 Sri. R.Sreenivasan

9 Sri. Noorul Haq

10 B C Honnalinge Gowda

Qualification

FACULTY LIST

PhD

PhD

PhD

PhD

PhD

PhD

PhD

M. Tech (Ph.D)

M. Tech (Ph.D)

PhD

M.E (Ph.D)

M.E (Ph.D)

M.E (Ph.D)

M. Tech (Ph.D)

M.E (Ph.D)

M.E (Ph.D)

M. Tech (Ph.D)

M. Tech (Ph.D)

M. Tech

M. Tech

M. Tech (Ph.D)

M. Tech (Ph.D)

M. Tech (Ph.D)

M. Tech (Ph.D)

PhD

M. Tech (Ph.D)

M. E (Ph.D)

M. Tech (Ph.D)

M. Tech (Ph.D)

M. Tech (Ph.D)

M. Tech (Ph.D)

M. Tech

M. Tech

M. Tech

STAFF LIST

B.Com

M.A

B.E

Diploma

SSLC

SSLC

SSLC

SSLC

PUC

SSLC

3

Designation

Professor & Head

Professor

Professor

Professor

Professor

Professor

Associate Prof

Associate Prof

Associate Prof

Associate Prof

Asst Professor

Asst Professor

Asst Professor

Asst Professor

Asst Professor

Asst Professor

Asst Professor

Asst Professor

Asst Professor

Asst Professor

Asst Professor

Asst Professor

Asst Professor

Asst Professor

Asst Professor

Asst Professor

Asst Professor

Asst Professor

Asst Professor

Asst Professor

Asst Professor

Asst Professor

Asst Professor

Asst Professor

SDA

SDA

Instructor

Instructor

Mechanic

Mechanic

Mechanic

Mechanic

Mechanic

Attender

VISION AND MISSION OF THE INSTITUTE AND THE DEPARTMENT

THE VISION OF MSRIT

To evolve into an autonomous institution of International standing for imparting quality technical education.

THE MISSION OF THE MSRIT

MSRIT shall deliver global quality technical education by nurturing a conducive learning environment for a better tomorrow through continuous improvement and customization.

QUALITY POLICY

“We at M. S. Ramaiah Institute of Technology, Bangalore strive to deliver comprehensive, continually enhanced, global quality technical and management education through an established Quality

Management system Complemented by the Synergistic interaction of the stake holders concerned”.

THE VISION OF THE DEPARTMENT OF CIVIL ENGINEERING

To become a premier department to impart state of the art, technical knowledge and professional skills through an effective learning system with research ambience to produce global quality Civil Engineers for sustainable society.

THE MISSION OF THE DEPARTMENT OF CIVIL ENGINEERING

To transform young minds into productive Civil Engineers using basic technical knowledge and professional skills through contemporary curriculum and effective learning systems.

To develop technology competencies to transfer the knowledge and skill in challenging applications such as analysis, design, implementation and maintenance of life line Civil Engineering projects.

To inculcate collaborating research capabilities through exposure to the modern engineering tools and

Process of deriving the vision and mission of the department leadership capabilities.

4

Process of deriving the vision and mission of the department is shown in Figure below

Programme Educational Objectives (PEOs)

Bachelor of engineering graduates of Civil Engineering program of M S Ramaiah Institute of

Technology should attain the following PEO’s within three to five years of graduation.

PEO 1 Application of contemporary civil engineering knowledge and skills for the socioeconomic development through projects.

PEO 2 Transferring the technical knowledge for optimal solution in analysis, design, implementation and maintenance of lifeline Civil Engineering projects.

PEO 3 Involvement in research and techno-innovative projects of globally competitive

PEO 4 Effective communication and professional skills along with ethical values to work in multi-disciplinary environments with better managerial skills.

5

Process of Deriving the PEOs of the programme

The programme outcomes of the Bachelor degree in Civil Engineering; a.

Application of mathematics, science and engineering knowledge applicable to civil engineering to solve engineering problems. b.

Conduct experiments, investigate complex field problems to analysis and interpret the experimental data. c.

Analysis and design of a system, component, or process to meet the desired economic, social and environmental needs with appropriate consideration for public health and safety. d.

Assessment on the need for the research and usage of research methods for an optimum solution in Civil engineering practice. e.

Usage of modern engineering tools and skills to give solution to complex problems in the field of

Civil engineering. f.

Demonstration of Civil engineering knowledge and skills to assess societal, legal and cultural issues related to civil engineering practices. g.

Identify Civil engineering issues and giving solutions in the environmental context for the sustainable development. h.

Understanding of professional and ethical responsibilities in professional practice of civil engineering.

6

i.

Effective functioning of both individually and in a team, in multidisciplinary environments. j.

Communicate effectively and good presentation skills. k.

Understanding of the engineering and management principles required for project and finance management. l.

Recognition of the need for, and an ability to engage in life-long learning.

Process of deriving the Programme Outcomes

The Programme outcomes are defined taking into account the feedback received from faculty, alumni, Industry and also from guidelines put across by regulatory/professional bodies and graduate attributes which are in line with programme educational objectives. The following

Figure indicates the information flow.

CORRELATION BETWEEN THE POS AND THE PEOS

The correlation between the Programme outcomes and Program Educational objectives are mapped in the Table shown below:

7

Sl.

No.

1

Correlation between the POs and the PEOs

Programme Educational Objectives

Programme Outcomes a b c d e f g h i j k l

Application of Civil engineering knowledge and skills to analyze and design of real life problems with the consideration of socio-economic and

X X X X X X X

2 environmental aspects for the sustainable development.

Perception on contemporary technical knowledge for innovative thinking, creativity and research in Civil engineering.

Effective communication and professional

X X X X X X X

3 skills along with professional ethics to integrate the technical knowledge with professional practice.

X X X X

4

Engage in life-long learning to have competency in handling the professional tasks and enterprising.

X X X X

Curriculum Breakdown Structure:

The curriculum of Civil Engineering programme is so structured to include all the courses that together satisfy the requirements of the programme and specific criteria prescribed by the

Professional Bodies The Course code, Course title, the number of contact hours and the number of credits for each course are given in the following table. The courses are grouped in line with the major components of the curriculum namely: (i) Mathematics and Basic sciences, (ii) Basic Engineering courses, (iii) Humanities and Social Sciences, (iv)

Professional core courses, (v) Electives (Department and Open Electives).

8

Breakup of Credits for BE Degree Curriculum. ( I to VIII Semester)

Sem HSS BS ES PCS Professional Other Project /

Electives Electives Seminar/

Internship

Total

Credits

I

II

III

06

-

20 24

04 - 21 - - -

50

25

IV

V

VI

VII

VIII

Total

-

-

-

-

-

06

-

-

-

-

-

-

-

-

-

-

25

25

21

14

-

24 24 106

-

-

04

08

08

20

-

-

-

03

-

03

-

-

-

-

17

17

25

25

200

25

25

25

HSS- Humanities and Social Sciences - 06

BS - Basic Sciences (Mathematics, Physics, Chemistry) - 24

ES - Engineering Sciences (Materials, Workshop, Drawing, Computers). - 24

PCS- Professional Core Subjects

Prof. Ele - Professional Electives, relevant to the chosen specialization branch.

- 106

- 20

Other Ele - Elective Subjects, from other technical and / or emerging subject Areas. - 03

Project / Seminar-Project Work, Seminar or Internship in industry or elsewhere. - 17

9

Board of Studies for the Term 2015-2016

1. Head of the Department concerned: Dr. R. Prabhakara

2. At least five faculty members at different levels covering different specializations constituting nominated by the Academic

Council

Dr.C.G.Puttappa, Dr Raja Gopal reddy, Dr.E.T.Arasu,

Dr.H.Narendra Sri. R Mourougane and Smt. Srilatha N

3. Special invitees Sri. A.T.Samul, STUP Consultant, Bangalore.

4. Two experts in the subject from outside the college

Dr. Katta Venkataramana, professor, Dept. of Civil Engg,

NITK, surathkal.

Dr. V.Ramachandra , Assistant Vice President (Technical),

Ultratech Cement Ltd & ACCE representative, Bangalore.

5. One expert from outside the college, nominated by the Vice Chancellor

Dr Sitharam, IISc, Bangalore

6. One representative from industry/corporate sector allied area relating to placement nominated by the Academic

Council

Mr Atul Gopinath, Managing Director

Bhagirath Construction Company, Bangalore

7. One postgraduate meritorious alumnus to be nominated by the Principal

Dr Prasanth Talkad, Group General Manager

Sarathy GeoTech & Engineers (p) Ltd, Bangalore

10

Sl

No

Subject

Code

M. S. RAMAIAH INSTITUTE OF TECHNOLOGY, BANGALORE

(Autonomous Institute, Affiliated to VTU)

SCHEME OF TEACHING FOR THE ACADEMIC YEAR 2015 - 2016

VII SEMESTER B E

Subject

Teaching

Department

Credits*

L T P Total

Contact

Hours

4

4

3

1 CV 701

2 CV 702

Design of PSC Elements

Estimating & Costing

3

4

HSS 703

CV 704L

5 CV 705L

Intellectual Property Rights

Geotechnical Engineering

Laboratory

Computer Aided Design

Elective -II

6

CVPE 761

CVPE 762

CVPE 763

CVPE 764

Structural Dynamics

Principles of Bridge Engineering

Design of Sub Structures

Pavement Materials and

Construction

Ground Water Hydrology CVPE 765

Elective -III

CVPE 771 Fundamentals of FEM

CVPE 772 Structural Masonry

7

CVPE 773

CVPE 774

CVPE 775

Air Pollution & Control

Traffic Engineering

Optimization Methods in Civil

Engg.

Elective -IV

CVPE 781 Rehabilitation of Structures

8

CVPE 782

CVPE 783

CVPE 784

CVPE 785

CVPE 786

Urban Transport Planning

Analysis and Design of Tall

Structures

Environmental Impact

Assessment

Design of Hydraulic Structures

Ground Improvement Techniques

Total

Civil

Civil

Civil

Civil

Civil

Civil

Civil

Civil

Civil

Civil

Civil

Civil

Civil

Civil

Civil

Civil

Civil

Civil

Civil

2 1 0

4 0 0

3 0 0

0 0 2

0 0 2

4 0 0

4 0 0

4 0 0

3

4

3

2

2

4

4

4

Civil

Civil

21 1 4 26

VIII SEMESTER B E

3

3

4

4

4

29

Sl

No

Subject

Code

Subject

Teaching

Department

Credits*

L T P Total

Contact

Hours

1 CV 801

2 CV 802

3 CV 803

4 08 OE

Extensive Survey Project

Project Work

Seminar

Open Elective

Elective -V

CVPE 841 Design of Earthquake Resistant Structures

5

CVPE 842 Industrial Waste Water Treatment

CVPE 843 Composites and Smart Materials

CVPE 844 Pre - Fabricated Structures

CVPE 845 Pavement Design

Civil

Civil

Civil

Other

Civil

Civil

Civil

Civil

Civil

0 1 3 4

0 0 12 12

0 0 1

3 0 0

1

3

4 0 0 4

3

4

Total

7 1 16 24

11

Marks

CIE SEE Total

50

50

50

50

50

50

100

100

100

50 50 100

50 50 100

50

50

50

Marks

CIE SEE Total

50

50

50

50

100

100

00

50

50 50

50 100

50

50 100

50 100

50 100

800

50 100

DESIGN OF PSC ELEMENTS

Sub. Code: CV 701

Total contact hrs 28+28

SEE Marks: 100

Credits: 2:1:0

Duration of SEE: 3hrs

CIE: 50

Course Objectives



To Understand the technique behind Prestressing of rectangular beams, I-sections, etc.,



To analyze the Pre-Stressing Beams at transfer and at working.



To determine the losses occurring in PSC members due to various factors.



To determine the cable profiles required for various loading conditions.



To design the End Block of PSC beams and PSC beams for flexure

UNIT- I

MATERIALS, BASIC PRINCIPLES OF PRE - STRESSING & ANALYSIS OF SECTIONS FOR

FLEXURE: High strength concrete and steel, Stress-Strain characteristics and properties, Pretensioning and Post-tensioning systems with end anchorages, Stresses in concrete due to pre-stress and loads for different types of cross sections, stresses in steel due to loads, Cable profiles, Load balancing concept, Centre of Thrust.

UNIT- II

LOSSES OF PRE-STRESS & DEFLECTIONS: Various losses encountered in pre-tensioning and post tensioning methods, determination of jacking force, Deflections of pre-stressed members, Short term and long term deflections, Elastic deflections under transfer loads and due to different cable profiles.

Deflections limits as per IS 1343. Effect of creep on deflection, methods of reducing deflection. Limit state of serviceability, and control of deflections, crack widths.

UNIT- III

LIMIT STATE OF COLLAPSE: Flexure and Shear - IS code recommendations, Calculation of principal tensile stress, Ultimate flexural strength of sections, shear resistance of sections, shear reinforcement.

UNIT- IV

DESIGN OF END BLOCKS: Transmission of prestress in pretensioned members, transmission length, Anchorage stress in post-tensioned members. Bearing stress and bursting tensile force, stresses in end blocks, IS code method, provision for the design of end block reinforcement.

UNIT- V

DESIGN OF BEAMS: Design of pre-tensioned and post-tensioned sections. Permissible stress, design of pre - stressing force and eccentricity, limiting zone of pre-stressing force, cable profile.

Text books:

1) Krishna Raju N, ‘Pre - stressed Concrete’, Tata Mcgraw Hill, New Delhi

2) Rajagopalan N, ‘Pre - stressed Concrete ‘, Narosa Publishing House, New Delhi

Reference books:

1) Lin T Y and Burns N H, ‘Design of Pre - stressed Concrete Structures’ , John Wiley and Sons, New

York

2) Pundit G S and GuptaS P, ‘Pre - stressed Concrete ‘, C B S Publishers, New Delhi

12

Course delivery: The course will be delivered through lectures, class room interaction, assignment and self study/ case studies.

Course assessment and evaluation

What

Internal assessment tests

To whom

When/ Where

(Frequency in the course)

Thrice(Averag e of the best two will be computed)

Max marks

30

Evidence collected

Blue books

Contributing to

Course

Outcomes

1, 2, &3

CIE Class-room open book assignment

Case analysis

Surprise quiz

Students

Twice

---

---

20

Assignment reports

4,5

--

--

SEE

Standard examination

End of course

(Answering 5 out of 10 questions)

Middle of the course

100

Answer scripts

Covers all CO’s

Students feedback

End of course survey

Students

End of course

-

-

Feedback forms

Questionnaire

Questions for CIE and SEE will be designed to evaluate the various educational components

(Bloom’s taxonomy) such as:



Remembering the course contents (Weightage : 40%)



Understanding the different divisions of the course (Weightage : 30%)



Applying the knowledge acquired from the course (Weightage : 25%)



Analyzing and evaluating the related information (Weightage : 15%)

--

--

13

Course Outcomes:



Student will get the capability of selecting PSC for the necessity.he will understand the requirement of PSC members for present scenario. PO – { a,b,I,k,j }



Student will be able to analyse the stresses encountered in PSC element during transfer and at working. PO – { c,d,e,t,i}



Student can understand the effectiveness of the design of PSC after studying losses and he can understand the various losses of PSC. PO – {e,f,g,k }



Student will get the capability of analyzing the PSC element and finding its efficiency. PO – { h,j,k}



Student will get the capability to design PSC beam for different requirements. PO – {I,j,k,l }

14

ESTIMATION AND COSTING

Sub Code: CV 702 Credits: 4:0:0

Total contact hrs 56 SEE Marks: 100

Duration of SEE: 3hrs CIE: 50




To apply basic knowledge of calculation mathematics, science and engineering in the areas of

Estimating and Costing.



Enable the students to identify, formulate and solve engineering problems in Estimating and costing and understanding the plans and relevant drawing details.



To give procedural knowledge to estimate the quantities by Long wall and Short wall method and by Centre Line methods.



To imbibe the culture of professional and ethical responsibilities by Rate Analysis rate for the various items of works involved in the Estimation and costing and arrive basic rate per unit.



To provide factual knowledge on departmental procedures, specifications, Tenders and Contracts who can participate and succeed in competitive bids in tenders.

UNIT- I

Introduction, Importance of Estimation in Civil Engineering. Different type of Estimates, Methods in

Estimations, study of various drawings with estimates, Concept of measurement, Units of Measurement.

Methods of taking out quantities and cost by centre line method and long wall and short wall method.

Preparing of detailed and abstract of estimates for the Building, flat and slopes roof.

UNIT-II

Estimates of components RCC works in beams, column footings and roof slabs, Estimation of septic tank, manhole, and RCC slab culverts. Estimation of Industrial building with steel Truss, Estimation of framed structures, Estimation of Demolition repair works.

UNIT-III

RATE ANALYSIS- Definition, and purpose, or importance working out quantities and rates for the following standard items of works-Earth works in different types of soils, cement concrete of different mixes, Brick masonry, stone masonry, plastering, flooring, painting and steel works, wooden works for

Doors, windows and ventilator.

UNIT-IV

MEASUREMENT OF EARTH WORK FOR ROADS- Methods for computation of Earthwork- cross sections- mid sections formula, trapezoidal and average end area or mean sectional area formula, promotional formula for different terrains. ESTIMATION OF ROAD WORKS- WBM, Bituminous mixes and cement concrete roads

UNIT-V

SPECIFICATIONS- Definition of specifications, objectives of writing specifications, Essentials of specification, general and detail specification of various items of works in buildings.

CONTRACTS- Types of contract, essential of contracts agreement and document –legal aspects, penal provisions on breach of contract,

TENDER- E.M.D, security deposit, tender from Tender notification procedures, Administrative Approval,

Technical approval/sanction, Nominal muster roll, Measurement book- procedure for recording and checking measurements- stores and records, maintaining.

15

Text Books:

1) Chakraborti N, Estimating, costing, specification and valuation in Civil Engg., Calcutta.

2) Dutta B.N Estimating & Specification – UBS Publishers and distributors, New Delhi.

Reference Books:

1) Basin P.L, Quantity surveying – S.Chand & Co, New Delhi.

2) Rangawala S.C, Estimating & specification – Charotar publishing House, Anand.

3) Nanavati J, Professional Practice for Civil Engineers.



What


To whom

When/ Where



Max marks

30

Evidence collected

Blue books

Contributing to

Course

Outcomes

1, 2, &3


Case analysis

Surprise quiz

Students

Twice

---

---

20

Assignment reports

4,5

--

--

SEE


End of course



100

Answer scripts

Covers all CO’s

Students feedback


Students

End of course

-

-

Feedback forms

Questionnaire

--

--

Questions for CIE and SEE will be designed to evaluate the various educational components (Bloom’s taxonomy) such as:




16










Course Outcomes



The students will reproduce the basic calculations knowledge of mathematics, science and engineering in the areas of Estimating and Costing.



The students will identify, formulate and solve engineering problems of in Estimating and costing and understanding the plans and understanding concept of measurements.



The students will demonstrate the procedural knowledge to estimate the quantities by Long wall and Short wall method and by Centre Line methods.



Students will practice the culture of professional and ethical responsibilities by Analysis the exact rate for the various items of works involved in the Estimation and costing.



To provide factual knowledge on departmental procedures, specifications, Tenders and Contracts who can participate and succeed in competitive bids.

17

INTELLECTUAL PROPERTY RIGHTS

Subject Code: HSS 703 Credits: 3:0:0

Total contact hrs 42 Duration of SEE: 3hrs

SEE Marks: 100


CIE: 50



Students will be able to understand the different dimensions, rights, remedies of Intellectual

Property Rightsapply for different civil engineering fields.



Students will be able to apply and analyze for public use of patents and its complete detailed procedure.



Students will be able to know the rights and obligations conferred on patents.



Students will be able to know and analyse the process and purpose of trading and copyrights.

UNIT I

INTRODUCTION TO INTELLECTUAL PROPERTY RIGHTS

Introduction, concept of property, nature of intellectual property, Patents ,Industrial Design, Trademarks,

Copyright, Geographical Indicators etc, Constitutional aspects of IPR, Conventions and treaties, Commercial exploitation of intellectual property, Intellectual property and economic development, Enforcement of rights and remedies against infringement, International character of intellectual property, case studies

UNIT II

PATENTS:

Introduction, meaning of patent, object of patent law, Application for patent – various types, Evolution of patent system, Criteria for patentability, publication and public use, priority date, Non – patentable inventions,

Submission of application, provisional and complete specification, Examination of the application, advertisement of the acceptance, Opposition, grant and sealing of patent, term of patent.

UNIT III

RIGHTS AND OBLIGATIONS CONFERRED ON PATENTEE:

Rights of patent holder - monopoly, assignment, license, Working of patent, compulsory license, use by government, Obligations of patent holder, register of patents, Types of patents, Infringement of patents - acts, suit and defense against infringement, Reliefs, punishable offences and penalties, Patent agents – qualifications and responsibilities, Industrial design - registration, rights, infringement and remedies.

UNIT IV

TRADE MARKS

Features and classification, Rights conferred by registration of trade mark, Marks not registrable, Application and procedure for registration of trademarks, Term, renewal and authorities, Assignment of trade mark, infringement of trade mark, Remedies against infringement, offences and penalties, Certification of trade mark, trademark series, Joint and associated trademarks, service mark, collective mark.

UNIT V

COPYRIGHT

Evolution of copy right law, Meaning of copyright, Content and substance of copy right, ownership and rights,

Period of copy right, assignment of copyright and relinquishment, License and compulsory licenses, Registrar

18

of copyright and copyright board, Application for registration, infringement of copyright, Remedies against infringement, offences and penalties, Defenses against infringement, fair use.

Text Book:

1.

P.Narayanan, Intellectual Property Law, Eastern Law House, New Delhi.

2.

N.K.Acharya, Intellectual Property Rights, Asia Law House, Hyderabad.


1.

Dr.T.Ramakrishna, Basic Principles and Acquisition of Intellectual Property Rights, CIPRA, NLSIU,

Bangalore.

2.

Dr.T.Ramakrishna, Ownership and Enforcement of Intellectual Property Rights, CIPRA, NLSIU,

Bangalore



Max marks

Evidence collected

Contributing to

Course

Outcomes

What


To whom

When/ Where



CIE

SEE

Class-room open book assignment

Case analysis

Surprise quiz

Students


Students feedback


Twice

---

Students

---

End of course



End of course

30

20

100

-

-

Blue books

Assignment reports

Answer scripts

Feedback forms

Questionnaire

1, 2, &3

4,5

--

--

Covers all CO’s

--

--

19














Course outcome addressed:



Understands what best possible ways to exploit the products used in civil engineering. PO – { a,b,c,g,i}



Understands how to tackle different problems relating to patents and solving it. PO – { d,e,f}



Understands different techniques at present day and possible solutions in the present and in the future with reference to patents. PO – { e,k,l}



Understands how to induce knowledge in to scientific practice, awareness, law , its enforcement in the context of different patents. PO – { h,c,d,h,j,k }

20

SEE Marks: 100

GEOTECHNICAL ENGINEERING LABORATORY

Code: CV 704L Credits: 0:0:2

No of sessions required: 14 Duration of SEE: 3hrs

CIE: 50

Course Objectives:



Students will be able to analyze the type of soil by determining the index properties using laboratory methods



Students will be able to determine the engineering properties of the soil which are useful in the design of foundations and other earth retaining structures



Students will be able to analyze the shear strength of various soils by determining their shear strength parameters



Students will be able to determine the compressibility of the soil & estimate the consolidation settlement of the clayey soils.

Topic

1.

Determination of specific gravity and moisture content

2.

Grain size analysis of soil sample(sieve analysis)

3.

In situ density by core cutter and sand replacement methods

4.

Consistency limits – Liquid limit ( by Casagrande, Plastic Limit & Shrinkage limit and Cone

Penetration methods)

5.

Standard Proctor Compaction Test

6.

Coefficient of permeability by constant and variable head methods

7.

Strength tests – a) Unconfined Compression test b) Direct shear test c) Triaxial compression test

8.

Relative density of sands

9.

Consolidation test – Determination of compression index and coefficient of consolidation

10.

Demonstration of Hydrometer test, Modified Proctor’s test & Proctor’s Needle

References:

1. Punmia B.C. (2005), “Soil Mechanics and Foundation Engg.”, 16 th

Edition,

Laxmi Publications Co. , New Delhi.

2. Gopal Ranjan and Rao A.S.R. (2000), “ Basic and Applied Soil Mechanics”,

New Age International (P) Ltd., New Delhi.

3. Lambe T.W., “Soil Testing for Engineers”, Wiley Eastern Ltd., New Delhi

4. BIS Codes of Practice: IS 2720




Students will be able to analyze the field soil as a construction material & foundation material.



Students will be able to evaluate the shear strength and bearing capacity of soil for the design of foundations



Students will l be able to understand the importance of gradation and plasticity characteristics of soil in assessing the strength of soil indirectly.



Students will be able to predict the consolidation settlement of structures founded on clay soils.

Course assessment and evaluation

The exercises are evaluated regularly and reduced to 30 marks and one test at the end of the course for 20 marks thus total of 50 internal marks.

21

COMPUTER AIDED DESIGN

Sub Code: CV 705L Credits: 0:1:1

No of sessions required: 14 Duration of SEE: 3hrs

CIE: 50 SEE Marks: 100

Course Objectives:



To train the students with CAD packages like STAAD-PRO and to train in 2D and 3D building modeling skills to the students.



To train the students with Microsoft excel to prepare spreadsheets.



To train the students with Project Management Software tool-Microsoft Project (MSP)



To train students to prepare the estimates for buildings and roads using excel and Road estimator software.



Enable to know and analyse error measuring techniques using Chi-square and regression analysis.

Topic

1.

Chi -square test of goodness of fit. Curve fitting by the method of least square.

2.

Linear correlation and regression multiple linear regression, Analysis of Variance.

3.

Prepare the estimate sheet with given data (provide all the measurement details) and calculate the

Quantity using formula bar.

4.

Prepare the Abstract sheet for the given data and Calculate Amount and total Amount using Formula bar.(use separate column for rate and units ).

5.

Design and Analysis problems in Excel for Given Dimension of Masonry / RCC Dam-Top width, height of Dam, Height of Water, Specific. Weight of masonry/Cement Concrete. Specific. Weight of

Water etc, Find the Base pressure and check the stability of the Dam.

6.

Experiments using Road estimator.

7.

Use of FEM packages for analysis of propped cantilever, fixed beams, continuous beam

8.

Use of FEM packages for analysis of pin jointed frame,2D rigid frame

9.

Use of FEM packages for analysis of 3D rigid and pin jointed frame and Multistory& multi bay

Frame structures

10.

Introduction to Microsoft project, Preparation of schedule for a project by using Microsoft project,

Work breakdown Structure – Planning, Techniques-bar charts – preparation of network diagram – critical path method- program evaluation and review technique – lab components.

References:

1. Computer aided design by C.S.Krishnamoorthy and S.Rajeev – Narosa publishing house.

2. Finite Element analysis – by C.S.Krishnamoorthy, Tata McGraw Hill publishers.

3. Project Management and Tools & Technologies – An overview - by Shailesh Mehta, Shroff

Pub & Dist. Pvt. Ltd

4. Analysis and Design of Structures - A Practical Guide to Modeling – by D. Trevor Jones,

Bentley Publishers

5. Referral On Cad Laboratory, - by Jayaram & Rajendra Prasad, Sapna Publishers

Course assessment and evaluation

The exercises are evaluated regularly and reduced to 30 marks and one test at the end of the course for 20 marks thus total of 50 internal marks.

22

Course Outcome:



Students will be able to model, analyze different components of building(foundation, column, beam, slab) PO – {a,b,e,h,k}



Students will be able to prepare spreadsheets for design of different components of building(foundation, column, beam, slab) PO – {c,f,k}



Students will be able to apply their skill for simulating and solving various engineering

Problems. PO – {a,b,g}



Students will be able to develop statistical skills. PO – {d,e,f,l}

23

Sub Code: CVPE 761

STRUCTURAL DYNAMICS

Total contact hrs: 56

Credits: 4:0:0

Duration of SEE: 3hrs

SEE Marks: 100 CIE: 50




To provide the students with basic knowledge of single degree structural systems subjected to free vibrations with and without damping



Ability to apply the knowledge of mathematics, science and engineering to single degree structural systems subjected to forced vibrations with and without damping



Ability to apply the knowledge of mathematics, science and engineering to free vibrations of multi degree freedom undamped systems



Ability to apply the knowledge of mathematics, science and engineering to forced vibrations of multi degree freedom undamped systems



Ability to apply the knowledge of mathematics, science and engineering to free flexural vibrations of continuous systems

UNIT- I

Introduction and Free vibrations of SDF systems :Objectives, Types of Dynamic Analysis, Types of

Dynamic forces, Typical Definitions in vibrations, Undamped and damped free vibrations with viscous damping, Logarithmic decrement

UNIT- II

Forced vibrations of SDF systems: Forced vibration response to harmonic excitations, Vibration isolation,

Transmissibility, Evaluation of damping, Vibration measuring instruments, Duhamel’s integral and applications to undamped systems

UNIT -III

Free vibrations of MDF systems: Formulation of equations of motion for Shear Buildings, Free vibration analysis of undamped systems using stiffness approach, Orthogonality conditions, Normal modes, Matrix

Iteration method, Rayleigh’s and Dunkerley’s method to calculate fundamental frequency

UNIT- IV

Forced Vibrations of MDF systems: Forced Vibration analysis using Mode Superposition method for harmonic loadings and simple pulse loadings

UNIT- V

Continuous Systems: Free flexural and axial vibrations of continuous systems and application to single span elements.

Text Books:

1. Mario Paz, ‘Structural Dynamics’, CBS Publishers, New Delhi

2. Madhujit Mukhopadyay, ‘Vibrations, Dynamics and Structural Systems’, Oxford Publishers, New

Delhi

24

References:

1. Anil K Chopra, ‘Dynamics of Structures’, Pearson Publications, New Delhi

2. Dhamodharaswamy and Kavitha , ‘ Structural Dynamics and Earthquake Engineering’ , Prentice Hall of India, New Delhi.



What


To whom

When/ Where



Max marks

30

Evidence collected

Blue books

Contributing to

Course

Outcomes

1, 2, &3


Case analysis

Surprise quiz

Students

Twice

---

---

20

Assignment reports

4,5

--

--

SEE


End of course



100

Answer scripts

Covers all CO’s

Students feedback


Students

End of course

-

-

Feedback forms

Questionnaire

--

--














25

Course Outcomes :



Students will have the ability to identify, formulate and solve engineering problems with respect to single degree structural systems subjected to free vibrations with and without damping



Students will have the ability to identify, formulate and solve engineering problems with respect to single degree structural systems subjected to forced vibrations with and without damping



Students will have the ability to identify, formulate and solve engineering problems with respect to free vibrations of multi degree freedom undamped systems



Students will have the ability to identify, formulate and solve engineering problems with respect to forced vibrations of multi degree freedom undamped systems



Students will have the ability to identify, formulate and solve engineering problems with respect to free flexural vibrations of continuous systems

26

Sub Code: CVPE 762

Total contact hrs 56

SEE Marks: 100

PRINCIPLES OF BRIDGE ENGINEERING

Credits: 4:0:0


CIE: 50

COURSE OBJECTIVES:



To provide basic knowledge of mathematics, science and engineering in the design of bridges, using limit state design.



Enable the students to identify, formulate and solve engineering problems design of bridges.



To give procedural knowledge of Definition, components of bridge, Historical Developments,

Site Selection for Bridges, Classification of Bridges, Survey and data collection for a bridge site selection, Hydraulic design, Design Discharge, linear water way, economical span, types of bridges, hydraulic design



To give procedural knowledge to design a system, component or process as per needs and specifications of different variety of bridges like slab culvert & T beam bridges subjected to various load combinations with different boundary conditions.



To imbibe the culture of professional and ethical responsibilities by following codal provisions in the analysis, design and detailing of bridges for strength and durability.



To show the impact of engineering solutions on the society and also will be aware of contemporary issues regarding failure of structures due to wrong design, use of poor quality of materials and faulty construction methods.



To provide factual knowledge on analysis and design of various types of bridges for those who can participate and succeed in competitive examinations.

COURSE CONTENTS:

UNIT I

INTRODUCTION: Definition, components of bridge, Historical Developments, Site Selection for Bridges, Classification of Bridges, Survey and data collection for a bridge site selection, Hydraulic design, Design Discharge, linear waterway, economical span.

UNIT II

SPECIFICATIONS OF ROAD BRIDGES: Indian road Congress Bridge code, carriageway, clearance,

Forces on bridge, Review of IRC loadings, applications of loads on bridge such as dead load, live load, impact effect etc.

UNIT III

RCC SLAB CULVERT: R C C Slab culvert, dead load BM & SF, BM & SF For IRC Class AA Tracked

Vehicle, BM & SF For IRC Class AA Wheeled Vehicle, BM & SF For IRC Class A Loading, Structural

Design and drawing of Slab Culvert.

UNIT IV

T BEAM BRIDGE: Proportioning of Components, Analysis of Slab Using IRC Class AA Tracked

Vehicle, Structural Design of Slab, Analysis of Cross Girder for Dead Load & IRC Class AA Tracked

Vehicle, Structural Design of Cross Girder, Analysis of Main Girder Using COURBON’S Method,

Calculation of Dead load BM and SF, Calculation of Live load B M & S F using IRC Class AA Tracked vehicle. Structural design and drawing of main Girder.

27

UNIT V

SUBSTRUCTURE, FOUNDATIONS, BEARINGS, JOINTS AND APPURTENANCES:

Definition of pier and abutment, Design and drawing of pier and abutments, Scour at abutments and pier, types of foundations, pile, well and pneumatic caissons with design examples, Importance of bridge bearings, sketches of different types of bearings.

TEXT BOOKS

1) Johnson D Victor, Essentials of Bridge Engineering Oxford & IBH Publishing Co New Delhi

2) Krishna Raju N, Design of Bridges Oxford & IBH Publishing Co New Delhi

REFERENCES

1. Principles and Practice of Bridge Engineering by S P Bindra Dhanpat Rai & Sons New Delhi

2. IRC 6 – 2000 Standard Specifications And Code Of Practice For Road Bridges Section II Loads and

Stresses, The Indian Road Congress New Delhi.



What


To whom

When/ Where



CIE

SEE


Case analysis

Surprise quiz

Students


Students feedback


Twice

---

---

Students

End of course



End of course

Max marks

30

20

100

-

-

Evidence collected

Blue books

Assignment reports

Answer scripts

Feedback forms

Questionnaire

Contributing to

Course

Outcomes

1, 2, &3

4,5

--

--

Covers all CO’s

--

--

28














Course Outcomes :



The students will reproduce the basic knowledge of mathematics, science and engineering in the design of various types of bridges.



The students will identify, formulate and solve engineering problems in design of bridges subjected to flexure, shear and torsion.



The students will identify, formulate and do hydraulic design of bridges, calculate economical span.



The students will demonstrate the procedural knowledge to design a system, component or process as per needs and specifications of slab culvert & T beam bridges subjected to various load combinations with different boundary conditions subjected to various load combinations with different boundary conditions.



Students will practice the culture of professional and ethical responsibilities by following codal provisions in the analysis, design and detailing of advanced design of bridges for strength and durability.



Students will evaluate the impact of engineering solutions on the society and also will be aware of contemporary issues regarding failure of structures due to wrong design, use of poor quality of materials and faulty construction methods.



To provide factual knowledge on analysis and design of various types of bridges for those who can participate and succeed in competitive exams.

29

Sub Code: CVPE763

DESIGN OF SUB-STRUCTURES


Credits: 4:0:0






To prepare the students to understand and analyze the field data and assess the capacity of soils to support the foundations of structures.



To infuse confidence in the students to design suitable foundation systems for any given structure in a given site with the knowledge of basic concepts.



To prepare the students to analyze and / or design suitable retaining walls for a given purpose.



To prepare the students to be able to evaluate the stability and safety of the substructures.

UNIT - I

Classification of foundation systems, General requirement of foundations, Selection of foundations,

Computation of Loads, Design concepts. Shallow Foundations: Bearing capacity failures, Bearing capacity formulae & factors, Factor of safety, Selection of soil shear strength parameters, Settlement analysis of footings, Shallow foundations in clay, Shallow foundation in sand & c-



soils, Footings on layered soils and sloping ground, Design for Eccentric Loads or Moment.

UNIT - II

Combined footings (rectangular & trapezoidal), strap footings, Soil-structure interaction effects & general concepts of structural design, Types of rafts, bearing capacity & settlements of raft foundation, Rigid method only.

UNIT - III

Deep foundations - Load Transfer in Deep Foundations, Types of Deep Foundations, Ultimate bearing capacity of different types of piles in different soil conditions, laterally loaded piles, tension piles & batter piles, Load testing of piles.

UNIT - IV

Pile groups: Bearing capacity, settlement, uplift capacity, load distribution between piles, Proportioning and design concepts of pile cap.

UNIT - V

Foundations for tower structures: Introduction, Forces on tower foundations, Selection of foundation type,

Stability and design considerations, Retaining walls – analysis and design..

Text Books:

1.

Swami Saran – “Analysis & Design of Substructures”, Oxford & IBH Pub. Co. Pvt. Ltd., 1998.

2.

Nainan P Kurian – “Design of Foundation Systems”, Narosa Publishing House, 1992.


1.

R.B. Peck, W.E. Hanson & T.H. Thornburn – “Foundation Engineering”, Wiley Eastern Ltd.,

Second Edition, 1984.

2.

Joseph E. Bowles – “Foundation Analysis and Design”, McGraw-Hill Int. Editions, Fifth Ed.,

1996.

3.

W.C. Teng – “Foundation Design”, Prentice Hall of India Pvt. Ltd., 1983.

4.

Bureau of Indian Standards codes: IS-1498, IS-1892, IS-1904, IS-6403, IS-8009,

IS-2950, IS-11089, IS-11233, IS-2911, IS - 802 and all other relevant codes.

30



What


To whom

When/ Where



Max marks

30

Evidence collected

Blue books

Contributing to

Course

Outcomes

1, 2, &3


Case analysis

Surprise quiz

Students

Twice

---

---

20

Assignment reports

4,5

--

--

SEE


End of course



100

Answer scripts

Covers all CO’s

Students feedback


Students

End of course

-

-

Feedback forms

Questionnaire

--

--






Course outcomes addressed:

1.

Students will be able to analyze the field data and assess the capacity of soils to support the foundations of structures.

2.

Students will be able to design suitable foundation systems for any given structure in a given site with the knowledge of basic concepts.

3.

Students will be in a position to analyze and / or design suitable retaining walls for a given purpose.

4.

Students will be able to evaluate the stability and safety of the substructures.

31

Sub CVPE 764

PAVEMENT MATERIALS AND CONSTRUCTION


Credits: 4:0:0




1.

To train the students in becoming proficient with the materials and construction of road infrastructure development.

2.

To make the students ready for being inducted into any of the leading Highway construction companies, who expect prior understanding of this course, after graduation.

3.

To develop in students, the decision making capability to use the right kind of materials & its identification, equipment, and construction processes to make more durable roads.

4.

To cultivate the habit of referring to IRC codes and maintaining the IS standards in road construction work along their proper specification of works.

5.

To make the students proficient in Bituminous Mix Design to arrive at the Optimum Binder content this gives High Performance Pavements.

6.

To create an awareness of Quality control and assessment, in road construction.

UNIT – I

Aggregates - origin, classification, requirements, properties and tests on road aggregates, concepts of size and gradation, design gradation, maximum aggregate size, aggregate blending to meet specifications.

Bitumen and Tar - origin, preparation, properties and chemical constituents of bituminous road binders, requirements.

UNIT – II

Bituminous Emulsions, Cutbacks and Modified binders– preparation, characteristics, uses and tests.

Bituminous Mixes – mechanical properties, design methods using Rothfutch’s method and specifications for voids in mineral aggregates, voids in total mix, density, flow, stability, percentage voids filled with bitumen.

UNIT – III

Equipment in highway construction – various types of equipment for excavation, grading and compaction

– their working principle, advantages and limitations. Special equipment for bituminous and cement concrete pavement and stabilized soil road construction.

UNIT – IV

Subgrade – functions, requirements and tests, earthwork grading and construction of embankments and cuts for roads. Preparation of subgrade, quality control tests. Base course and sub-base course layers – functions, requirements, types, specifications, construction methods, quality control tests.

UNIT – V

Flexible pavements – specifications of materials, construction method and field control checks for various types of flexible pavement layers. Cement concrete pavements – specifications and method of cement concrete pavement construction, quality control tests, construction of various types of joints.

TEXT BOOKS:

1) Khanna SK and Justo CEG, Highway Engineering, Nem Chand and Bros, Roorkee.

2) Sharma BC, Construction Equipment and Its Management, Khanna Publishers.

32

REFERECE BOOKS:

1) Bituminous Materials in Road construction, RRL, DSIR, HMSO Publications.

2) Soil Mechanics for Road Engineers, HMSO Publications.

3) Relevant IRC Codes and MoRT&H Specifications.



What


To whom

When/ Where



Max marks

30

Evidence collected

Blue books

Contributing to

Course

Outcomes

1, 2, &3


Case analysis

Surprise quiz

Students

Twice

---

---

20

Assignment reports

4,5

--

--

SEE


End of course



100

Answer scripts

Covers all CO’s

Students feedback


Students

End of course

-

-

Feedback forms

Questionnaire

--

--














33

Course Outcomes

1.

The students should acquire the knowledge to be able to judiciously identify and choose the right kind Highway Materials for the different types of roads.

2.

The student should have a higher pedestal in being placed in Highway Construction Companies, due to his in-depth knowledge of Pavement materials and construction.

3.

The use of right materials and machinery should be visibly benefited resulting in better quality, speed and economy.

4.

The student should be able to appreciate the existence of standards codes which to a great extent simplifies his thinking and conforms to uniformity in the execution of various road works and adhere the IRC code specification.

5.

The student is able to design the bituminous mix which will finally result in optimum binder content.

6.

To contribute to the society, at large, to be able to design and construct durable roads with the knowledge acquired in this course and make judicious use of public money which will be audited and its consequences.

34

Sub. Code: CVPE 765


SEE Marks: 100

GROUND WATER HYDROLOGY

Credits: 4:0:0


CIE: 50




Students will be able to analyse representations of key concepts from ground water occurance and movement to understand the ground water potential.



Students will be able to get an exhaustive theoretical approach in planning and design of wells.



Students will be able to appreciate the societal (social, political, economic, cultural and/or ethical) variables that contribute to understand the importance of water resources projects.



Students will be able to demonstrate ability to effectively present research to professional and lay audiences in written and oral form.

UNIT I

Occurrence and Movement of Groundwater: Introduction. Groundwater in the hydrologic cycle.

Influent and effluent streams. Occurrence of groundwater-origin of groundwater, geologic formations as aquifers, groundwater basins, springs. Groundwater resources and groundwater potential in India.

Groundwater Flow – Darcy’s law, permeability, hydraulic conductivity, transmissivity, Sp. Yield, Sp.

Retention. General Flow equations – three dimensional flow equation, Laplace equation, flownet analysis.

UNIT II

Well Hydraulics: Introduction .Flow into a well. Steady Radial flow into a well- Unconfined aquifer and confined aquifer (Thiem equation). Unsteady Radial flow into a well – Theis method, Chow’s method. Well flow near aquifer boundaries – image wells, recharge boundary, spacing of tube wells, method of images. Multiple well systems. Types of wells.

UNIT III

Water Wells: Introduction. Types of wells and methods of construction. Comparison between open wells and bore wells. Design of water well – well diameter, well depth, well screen. Well completion.

Collector wells. Infiltation galleries. Well development. Tube well design. Well yield. Well performance test. Pumping equipment. Maintenance and repair of wells.

UNIT IV

Groundwater Development and Management: Introduction. Geomorphic and geologic controls on groundwater. Safe yield and overdraft. Factors governing safe yield. Equation of hydrologic equilibrium.

Land subsidence due to groundwater withdrawals. Water logging – prevention and control of water logging, spacing of drain tiles. Conjunctive use. Artificial recharge.

UNIT V

Quality of Groundwater: Introduction. Sources of salinity. Groundwater samples. Measures of water quality – chemical quality, physical quality, bacterial quality. Quality criteria for groundwater use.

Groundwater pollution. Applications of water- quality data for quantitative assessments. Sea water intrusion.

Text Books :

1. H.M.Raghunath

, Ground Water, New Age International Publishers- 2007

2. K R Karanth, Groundwater Assessment development and Management, Tata McGraw – Hill

Publishing Company Limited, New Delhi- 2008.

35


1 . D.K.Todd, Groundwater Hydrology, John Wiley & Sons, Inc.-2003.

Text Books :

1.

H.M.Raghunath

, Ground Water, New Age International Publishers- 2007

2.

K R Karanth, Groundwater Assessment development and Management, Tata McGraw – Hill

Publishing Company Limited, New Delhi- 2008.



What


To whom

When/ Where



Max marks

30

Evidence collected

Blue books

Contributing to

Course

Outcomes

1, 2, &3


Case analysis

Surprise quiz

Students

Twice

---

---

20

Assignment reports

4,5

--

--

SEE


End of course



100

Answer scripts

Covers all CO’s

Students feedback


Students

End of course

-

-

Feedback forms

Questionnaire

--

--


1.


2.


3.


4.


36




Understands what constitutes the planning and design of bore wells for drinking and irrigation purposes.



Understands how precious resources in the environment are and how to conserve them.



Understands how to integrate the water resources development.



Understands how to choose various types of recharging methods.



Understands how by way of education, public participation, scientific practice, awareness, law and by engineered systems, the damage to the environment can be reduced or mitigated.

37

SEE Marks: 100

FUNDAMENTALS OF F E M

Sub Code: CVPE 771


Credits: 4:0:0


CIE: 50


 Possess a good understanding of the theoretical basis of the weighted residual Finite Element

Method.

 Be able to implement the Galerkin residual weak formulation into the Finite Element Method for the solution of Ordinary and Partial Differential Equations.

 Be able to use the commercial Finite Element package STAAD and ETABS to build Finite







Element models and solve a selected range of engineering problems.

Be able to validate a Finite Element model using a range of techniques.

Be able to communicate effectively in writing to report (both textually and graphically) the method used, the implementation and the numerical results obtained.

Be able to discuss the accuracy of the Finite Element solutions.

UNIT-I

Introduction: Basic concepts, Background review, Theory of elasticity, Matrix displacement formulation, energy concepts, equilibrium and energy methods of analysing structures, Rayleigh-Ritz method,

Galerkin’s method, simple application in structural analysis.

UNIT-II

Fundamentals of Finite element method: Displacement function and natural coordinates, construction of displacement functions for 2D truss and beam elements, applications of FEM for the analysis of truss, continuous beam and simple frame problems.

UNIT-III

Analysis of 2D continuum Problems: Elements and shape functions, Triangular, rectangular and quadrilateral elements, different type of elements, their characteristics and suitability for application, polynomial shape functions, lagrange’s and Hermitian polynomials, compatibility and convergence requirements of shape functions.

UNIT-IV

Theory of Isoparametric Elements: Isoparametric, sub-parametric and super-parametric elements, characteristics of isoparametic quadrilateral elements.

UNIT-V

Introduction to plate bending problems and techniques for non-linear analysis, Structure of computer program for FEM analysis, description of different modules, pre and post processing.

Text Books:

1) Krishnamoorthy C.S.-“Finite Element analysis – Theory and programming”, Tata McGraw Hill Co.Ltd,

New Delhi.

2) Abel J.F. and Desai.C.S-“Introduction to the Finite element Method”, Affiliated East West Press

Pvt.Ltd., New Delhi.

38


1) Bathe.K.J- “Finite element procedure”, PHI Pvt,Ltd, New Delhi.

2) Zienkeiwicz.O.C-“The finite Element Method”, Tata McGraw Hill Co. Ltd, New Delhi.



What


To whom

When/ Where



Max marks

30

Evidence collected

Blue books

Contributing to

Course

Outcomes

1, 2, &3


Case analysis

Surprise quiz

Students

Twice

---

---

20

Assignment reports

4,5

--

--

SEE


End of course



100

Answer scripts

Covers all CO’s

Students feedback


Students

End of course

-

-

Feedback forms

Questionnaire

--

--














39


By the end of the course the student should be able to...

 Recognize the significance and importance of finite element methods to the professional design engineer.

 Provide a theoretical understanding on the fundamentals of finite element methods for small displacement linear

elastic analysis (statics).

 Provide an introduction of non-linear finite element method.

 Provide experience in analysing problems by commercial FE software.

 Provide experience on how to develop good models and how to interpret the numerical results in design.

40

Subject Code: CVPE 772


STRUCTURAL MASONRY

Credit: 4:0:0






To provide basic knowledge of mathematics, science and engineering in the areas of analysis of components such as stone, brick, mortar and steel.



Enable the students to identify, formulate and solve engineering problems of masonry structural system subjected to gravity, wind and seismic loadings.



To give procedural knowledge to design a system, component or process as per needs and specifications of masonry system subjected to various load combinations with different boundary conditions.



To imbibe the culture of professional and ethical responsibilities by following codal provisions in the analysis, design and detailing masonry.






To provide factual knowledge on analysis and design of masonry who can participate and succeed in competitive examinations.

UNIT -I

Introduction, Masonry units, materials and types: History of masonry, Characterics of Brick, stone, clay block, concrete block, stabilized mud block masonry units –Strength, modulus of elasticity and water absorption. Masonry materials – Classification and properties of mortars,Selection of mortars.

UNIT -II

Strength of Masonry in Compression: Behaviour of Masonry under compression, strength and elastic properties, influence of masonry unit and mortar characteristics, effect of masonry unit height on compressive strength, influence of masonry bonding patterns on strength, prediction of strength of masonry in Indian context, failure theories of masonry under compression. Effects of slenderness and eccentricity, effect of rate of absorption, effect of curing, effect of ageing, workmanship on compressive strength

UNIT -III

Flexural and shear bond, flexural strength and shear strength: Bond between masonry unit and mortar, tests for determining flexural and shear bond strengths, factors affecting bond strength, effect of bond strength on compressive strength, orthotropic strength properties of masonry in flexure, shear strength of masonry, test procedures for evaluating flexural and shear strength. Permissible stresses: Permissible compressive stress, stress reduction and shape reduction factors, increase in permissible stresses for eccentric vertical and lateral loads, permissible tensile and shear stresses.

UNIT -IV

Design of load bearing masonry buildings: Permissible compressive stress, stress reduction and shape reduction factors, increase in permissible stresses for eccentric vertical and lateral loads, permissible tensile and shear stresses, Effective height of walls and columns, opening in walls, effective length, effective thickness, slenderness ratio, eccentricity, load dispersion, arching action, lintels; Wall carrying

41

axial load, eccentric load with different eccentricity ratios, wall with openings, freestanding wall; Design of load bearing masonry for buildings up to 3 to 8 storeys using BIS codal provisions.

UNIT -V

Earthquake resistant masonry buildings: Behaviour of masonry during earthquakes, concepts and design procedure for earthquake resistant masonry, BIS codal provisions

Masonry arches, domes and vaults: Components and classification of masonry arches, domes and vaults, historical buildings, construction procedure

Text Books:

1.

Dayaratnam P, “

Brick and Reinforced Brick Structures

”- Oxford & IBH

2.

Sinha B.P & Davis S.R., “

Design of Masonry structures

”- E & FN Spon


1.

Hendry A.W.,

“Structural masonry ”- Macmillan Educaon Ltd., 2nd edion

2.

Curtin, “ Design of Reinforced and Prestressed Masonry ”- Thomas Telford

3.

Sven Sahlin, “

Structural Masonry

”-Prence Hall

4.

Jagadish K S, Venkatarama Reddy B V and Nanjunda Rao K S, “

Alterna&ve Building

Materials and Technologies

”-New Age Internaonal, New Delhi & Bangalore

5.

IS 1905, BIS, New Delhi.

6.

SP20(S&T),New Delhi



What


To whom

When/ Where



Max marks

30

Evidence collected

Blue books

Contributing to

Course

Outcomes

1, 2, &3


Case analysis

Surprise quiz

Students

Twice

---

---

20

Assignment reports

4,5

--

--

SEE


End of course


100

Answer scripts

Covers all CO’s

42

Students feedback


Students


End of course

-

-

Feedback forms

Questionnaire

--

--














Course Outcomes :



The students will reproduce basic knowledge of mathematics, science and engineering in the areas of analysis of components such as stone, brick, mortar and steel.



The students will identify, formulate and solve engineering problems of masonry structural system subjected to gravity, wind and seismic loadings.



The students will procedural knowledge to design a system, component or process as per needs and specifications of masonry system subjected to various load combinations with different boundary conditions.



Students will practice the culture of professional and ethical responsibilities by following codal provisions in the analysis, design and detailing masonry.



Students will evaluate the impact of impact of engineering solutions on the society and also will be aware of contemporary issues regarding failure of structures due to wrong design, use of poor quality of materials and faulty construction methods



Students will gain factual knowledge on analysis and design of masonry who can participate and succeed in competitive examinations.

43

SEE Marks: 100

AIR POLLUTION & CONTROL

Sub Code: CVPE 773


Credit 4:0:0


CIE: 50


 a basic understanding of the fundamentals of air pollution with a background on historical perspective on air pollution and current air quality policies and standards;

 knowledge of major air pollutants; their sources and their effects (environmental, economic and health) and how emissions are estimated from road traffic and industrial sources;

 insight into the dispersion of air pollution in the atmosphere;

 knowledge and first-hand experience of using some of the most widely used commercial and freely available air quality models;



Knowledge of analyzing and presenting outputs of air quality models to a wide range of audiences.

UNIT - I

Introduction -Definitions- Classification and properties of air pollutants- Primary and

Secondary air pollutants- sources of pollutants Concentrations of air pollutants and numerical calculations – air pollution episodes.

Effects of air pollutants on human health, vegetation and on materials –Meteorology – meteorological parameters- lapse rate – dispersion and inversion stability – wind rose – plume behavior – stack design

UNIT - II

UNIT - III

Air pollution sampling - Sampling procedures – classification of sampling methods – Basic consideration of air sampling – duration of sampling period – sampling methods – dust fall jar – impingement methods – high volume air samplers – determination of SPM, SO

2 and NO

X

Stack sampling techniques – isokinetic sampling – particulate sampling – gaseous sampling – analytical methods – instrumental methods – smoke measurements.

UNIT - IV

Air pollution control: objectives – types of collection equipments – settling chambers – inertial separators – cyclones – multiples cyclones -Design calculations

Filters – fabric filters – bag house – electrostatic precipitators – plate type precipitators – design calculations

UNIT - V

Scrubbers – types of scrubbers – spray towers – venturi scrubbers – cyclone scrubbers – packed scrubbers – design calculations

Industrial plant location- Air pollution due to automobiles – Green house effect – Global warming – standards and legislation

Text Books:

1.

Rao,M.N.

and Rao,H.V.N. (1993) ‘

Air Pollution’

, Tata-McGraw-Hill Publishing Company

Ltd.,. New Delhi, India.

2.

Anjaneyulu Y. (2002) “Air Pollution and control Technologies” , Allied Publishers

44

REFERENCES:

1.

Rao.C.S, (1992) “

Environmental Pollution Control Engineering

”, Wiley Eastern Limited,

2.

Gilbert M Masters, (2004), “Introduction To Environmental Engineering and Science”

Second Edition. Pearson Education.

3.

Mahajan.S.P,

“Pollution Control in Process Industries”

, Tata McGraw Hill

Publishing Co., New Delhi.

4 Karl B. Schnelle and Charles A. Brown, (2002)

“Air Pollution Control Technology

Handbook” CRC Press ISBN 0-8493-9588-7

Course delivery : The course will be delivered through lectures, class room interaction, assignment and self study/ case studies.


What


To whom

When/ Where



Max marks

30

Evidence collected

Blue books

Contributing to

Course

Outcomes

1, 2, &3


Case analysis

Surprise quiz

Students

Twice

---

---

20

Assignment reports

4,5

--

--

SEE


End of course



100

Answer scripts

Covers all CO’s

Students feedback


Students

End of course

-

-

Feedback forms

Questionnaire

--

--


1.


2.


3.


4.


45

Course Outcomes



Estimate emissions from industrial and road transport sources;



Estimate air pollution concentrations as a function of emission, meteorology, topography and the built environment for a combination of road and industrial sources;



Estimate health impact of changes in air pollution;



Evaluate various transport policy options in terms of their impacts on emission, air quality and health;



Disseminate emission and air quality results to a wider audience.

46

Code: CVPE 774


SEE Marks: 100

TRAFFIC ENGINEERING

Credits: 4:0:0


CIE: 50




To deal with the technical aspects of traffic engineering.



To understand the analytical procedures and computational methods employed in a wide variety of tasks related to traffic Operations and control.



To introduce the concepts of characterizing traffic, and design of facilities to control traffic.

UNIT – I

Scope of traffic engineering, Road-user characteristics – physical, mental, psychological and environmental, Reaction time of drivers, PIEV theory, Driver testing equipment, Vehicular characteristics – static, dynamic, Power performance of vehicles. Numerical examples.

UNIT – II

Traffic studies and analysis - volume studies, speed studies, origin and destination studies, parking studies, accident studies, Analysis of individual traffic accidents, Causes of accidents and measures to prevent accidents. Capacity of roads, PCU and PCU factors. Numerical examples.

UNIT – III

Traffic regulation and control – driver controls, vehicle controls, road controls, Traffic control devices - road markings, traffic signs, traffic signals, Webster’s method and IRC method of signal design, signal coordination. Intelligent transport system. Numerical examples.

UNIT – IV

Road-side furniture – delineators, guard rails, safety barriers, Traffic flow theories – definitions,

Lighthill and Whithams Theory , fundamental diagram, relationship between speed, concentration and flow. Numerical examples.

UNIT – V

Sampling theory, types of samples, Normal distribution and its application to traffic engineering,

Poisson’s distribution and its application to traffic engineering, Significance testing and application to traffic engineering. Traffic simulation. Numerical examples

Text Books:

1. Khanna S K and Justo C E G., “Highway Engineering”., Nem Chand and Bros., Roorkee.

2. Kadiyali L R., “Traffic Engineering and Transport Planning”, Khanna Publishers., New Delhi.


1. Matson T M, Smith W S and Hurd F W., “Traffic Engineering”, McGraw Hill Book Co., New York.

2. Drew D R., “Traffic Flow Theory and Control”, McGraw Hill Book Co., New York. 36 | P a g e

47



What


To whom

When/ Where



Max marks

30

Evidence collected

Blue books

Contributing to

Course

Outcomes

1, 2, &3


Case analysis

Surprise quiz

Students

Twice

---

---

20

Assignment reports

4,5

--

--

SEE


End of course



100

Answer scripts

Covers all CO’s

Students feedback


Students

End of course

-

-

Feedback forms

Questionnaire

--

--















On completion of the course the students will be able to



Carry out traffic studies & to analyse the traffic data



Identify operational problems to carry out traffic engineering studies and evaluate alternative solutions.

48

Sub Code: CVPE 775

Optimization Methods in Civil Engineering


Credits: 4:0:0






Students will be able to analyse representations of key concepts from planning of civil engineering projects using optimization techniques.



Students will be able to get an exhaustive theoretical approach in planning and optimal design of civil engineering projects.



Students will be able to appreciate the societal (social, political, economic, cultural and/or ethical) variables that contribute to understand the importance of various civil engineering

Projects.




UNIT – I

Operation Research and Optimization Techniques: Introduction. Models – Types of models,

Objective function, Decision variable, Constraints, Feasible & Optimal solutions, Model construction,

Model solution, Model validity and implementation. Classification of optimization problems.

Review of probability & statistics and Set theory concepts.

UNIT – II

Linear Programming – I: Introduction. Formulation of Linear programming models, Graphical solution, Linear Programme in standard form, Solving system of linear equations, Simplex method.

UNIT – III

Network Analysis: Introduction. Transportation Problems – Formulation of L.P., Finding initial basic feasible solution, Northwest corner rule, The least cost rule, Vogel’s Approximation method.

Tansshipment Problems – Multiple source and sinks, Max-flow problems. Man power scheduling

Introduction to Dynamic programming and Decision theory.

UNIT- IV

Civil Engineering Applications – I: Introduction. Applications of Optimization Methods in Structural

Engineering, Materials & Construction Engineering, Foundation Design.

UNIT – V

Civil Engineering Applications – II: Introduction. Applications of Optimization Methods in Water

Resources Engineering, Environmental Engineering, Traffic Engineering.

Text Books

1.

S.S.Rao - Engineering Optimization Theory and Practice, New Age International (P) Ltd.

2.

Ravindran, Phillips & Solberg – Operation Research Principles and Practice, John Wiley &

Sons (Asia) Pvt. Ltd.

References

1.

Taha - Operation Research An Introduction , Pearson Education (Singapore) Pte. Ltd.

49

Course delivery

The course will be delivered through lectures, class room interaction, assignment and self study cases.



What


To whom

When/ Where



Max marks

30

Evidence collected

Blue books

Contributing to

Course

Outcomes

1, 2, &3


Case analysis

Surprise quiz

Students

Twice

---

---

20

Assignment reports

4,5

--

--

SEE


End of course



100

Answer scripts

Covers all CO’s

Students feedback


Students

End of course

-

-

Feedback forms

Questionnaire

--

--














50




Understands what constitutes the planning and optimal design of civil Engineering projects. PO

– { a,b,d,k}



Understands how precious resources in the environment are and how to conserve them. PO –

{c,e,h,i}



Understands how to integrate the overall development with minimum cost. PO – {b,c,k}



Understands how to maximize the benefits with minimum cost of the project. PO – {a,f,k,l}



Understands how by way of education, public participation, scientific practice, awareness, law and by engineered systems, the damage to the environment can be reduced or mitigated. PO –

{f,g,I,j}

51

Sub Code: CVPE 781


SEE Marks: 100

REHABILITATION OF STRUCTURES

Credits: 4:0:0


CIE: 50




To provide basic knowledge of mathematics, science and engineering in rehabilitation of structures.



Enable the students to identify, formulate and solve engineering problems in rehabilitation of structural elements.



To give procedural knowledge of Definition, need for rehabilitation of structures, identification of distress , faults in structures.



To give procedural knowledge to design a system, component or process as per needs and specifications of different variety of materials used in rehabilitation of structures.



To imbibe the culture of professional and ethical responsibilities by following codal provisions in the design, materials and methods to be used in rehabilitation of structures for strength and durability.






To provide factual knowledge on analysis and design of various types of prefab structures for those who can participate and succeed in competitive examinations.

COURSE CONTENTS :

UNIT– I

Maintenance: Definition, necessity of maintenance, classification of maintenance, environmental agencies, normal wear and tear , failure of structures, inspection of structures, inspection periods, preventive maintenance, predictive maintenance, reliability centered maintenance, reactive maintenance, organization for maintenance, computerized maintenance management system. Condition of flooring, roof leakage,

Condition of service fittings, drainage from terrace roof, growth of vegetation, steps to reduce repairs and replacement, normal breakup, management tools for effective maintenance.

UNIT– II

Durability and deterioration:

Physical causes: Durability of concrete causes of distress in concrete, sulphate attack, shrinkage, freeze and thawing, weathering, abrasion, temperature, fire, formwork movement, settlement, foundation settlement, construction errors, overloads, accidental loadings and design errors.

Chemical causes: Chemical attack on concrete, sulphate attack, acid attack, alkali reaction, aggregate reaction, silica reaction, crystallization of salts in pores, sea water attack, biological attack, other chemical attacks.

Corrosion : Principle of corrosion, mechanism , process, damage due to corrosion, codal provisions, symptoms of distress due to corrosion, corrosion protection techniques.

UNIT– III

Structural damage assessment: Inspection, Structural Appraisal, Economic appraisal, components of quality assurance, conceptual basis for quality assurance schemes. Destructive testing systems - direct

52

load tests, load test on structural elements, semi destructive testing systems - penetration techniques,

Pull out test, core sampling, permeability test, and non destructive testing systems – NDT methods, ultrasonic pulse velocity test, pulse echo method, electromagnetic methods, acoustic emissions, radiographic methods.

UNIT– IV

Functional materials for repair and rehabilitation : Criteria for selecting repair materials, classification of materials, physical and chemical strength tests, adhesive strengths and test for surface quality. Patching materials, cementitious materials, polymer mortar and concrete, quick setting compounds, bituminous materials, protective coatings, sealing materials, water stops, water proofing materials, coatings, membranes, bonding materials. Special repair materials, chemicals and mineral admixtures, SP, accelerators, fly ash, GGBS,CSF, polymeric materials and coatings, SFRC, application of SFRC to repair, FRF composites, ferro cement, carbon fibers SIFCON, SIMCON, Slurry Infiltrated

Fibrous Concrete, nano materials for rehabilitation.

UNIT– V

Rehabilitation and Strengthening techniques: Repair of cracks, methods of repair, stages of repair, resin injection, routing and sealing, stitching, external stressing, bonding, blanketing, overlays, flexible sealings, drilling, plugging, surface coatings, grinding, sand blasting, acid etching. Rust eliminators and polymers coating for re-bars, foamed concrete, mortar and dry pack, vacuum concrete, Gunite and shotcrete, Epoxy injection, Mortar repair for cracks, shoring and underpinning. Examples of repairs to structures, Repairs to overcome low member strength, deflection, cracking, chemical disruption, weathering, wear, fire, leakage, marine exposure. Structure concrete strengthening, jacketing, external bonding, section enlargement, externally bonded steel plates, external reinforcement, NSM techniques.

Text Books:

1.

“Rehabilitation of Concrete Structures “ , Dr. B. Vadivelli, Standard Publishers

Distributors, Delhi .

2.

“Concrete Technology – Theory and practice ”, MS. Shetty, S.Chand and company, New

Delhi.


1.

Dension Campbell, Allen and Harold Roper ,

“Concrete Structures, Materials, Maintenance and Repair ”, Longman Scientific and Technical, U.K, 1991.

2.

.RT. Allen and S.C. Edwards ,

“Repair of concrete Structures”

, Blakie and sons,

1.

UK, 1987.

2.

“Training course notes on damage assessment and Repair in low cost housing

Santhakumar”

, S.R. RHDC-NBO Anna University, Madras, July, 1992.

3.

“ CPWD hand book for Rehabilitation of structures”

53



What


To whom

When/ Where



Max marks

30

Evidence collected

Blue books

Contributing to

Course

Outcomes

1, 2, &3


Case analysis

Surprise quiz

Students

Twice

---

---

20

Assignment reports

4,5

--

--

SEE


End of course



100

Answer scripts

Covers all CO’s

Students feedback


Students

End of course

-

-

Feedback forms

Questionnaire

--

--














54

Course Outcomes



The students will reproduce basic knowledge of mathematics, science and engineering in rehabilitation of structures.



The students will identify, formulate and solve engineering problems in identifying distress in structures.



The students will procedural knowledge to design a system, component or process as per needs and specifications for rehabilitating of various structural elements subjected to various load combinations.



Students will practice the culture of professional and ethical responsibilities by following codal provisions in rehabilitation of structural elements.



Students will evaluate the impact of impact of engineering solutions on the society and also will be aware of contemporary issues regarding failure of structures due to wrong design, use of poor quality of materials and faulty construction methods.



Students will gain factual knowledge on rehabilitation of structural components, who can participate and succeed in competitive examinations.

55

URBAN TRANSPORT PLANNING

Sub Code: CVPE 782


Credits: 4:0:0



Course Objectives:

 To impart knowledge on understanding of urban transportation problems in planners’ perspective, definition of the problem, setting clear goals and objectives to serve as guiding factors in the planning process, identification of the causal factors influencing the demand for urban travel and development of relationship between the factors and the travel demand.



To understand Transportation from the perspective of economic and environmental efficiency.



The course also provides adequate exposure to travel demand forecasting and application of the results of the forecasting to identify the right type of the transportation system needed to cater to the future demand and quantify the same

UNIT - I

Scope of urban transport planning – interdependence of land use and transportation system approach to transport planning - Stages in transport planning. Forecast of future conditions and plan synthesis.

UNIT – II

Various transportation surveys – inventory of transport facilities. Trip generation: trip purpose – factors affecting trip generation and attraction – category analysis – problems.

UNIT – III

Trip distribution – growth factor method, synthetic methods – Fratar and Furness methods. Gravity model.

UNIT – IV

Factors affecting modal split analysis – characteristics of modal split – model split in urban transport planning - problems. Trip assignment – assignment techniques – traffic forecasting.

UNIT – V

Public transport and intermediate public transport in Indian cities, intermodal transportation and coordination of different modes of transport, role of metro rail. Urban transport planning for small and medium cities. Difficulties in transport planning, computer application in transportation planning.

Text Books:

1. Kadiyali, L R, “Traffic Engineering and Transport Planning, Khanna Publishers

2. Subash C Saxena, “ A Coures in Traffic Planning and Desing”, Dhanapat Rai & Sons, Delhi, 1989.

Reference:

1. Jothi Kristey & Lal, “Introduction to Transportation Engineering”, PHI, New Delhi

2. Huchinson AG, “Urban and Regional Models in Geography and Planning”, John Wiley and Sons,

London.


56


What


To whom

When/ Where



Max marks

30

Evidence collected

Blue books

Contributing to

Course

Outcomes

1, 2, &3


Case analysis

Surprise quiz

Students

Twice

---

---

20

Assignment reports

4,5

--

--

SEE


End of course



100

Answer scripts

Covers all CO’s

Students feedback


Students

End of course

-

-

Feedback forms

Questionnaire

--

--














Course Outcome:



The students will be able to plan the transportation need of Urban cities and suggest viable solutions to assist the administration in Urban transportation Planning.



The students will identify, formulate and solve engineering problems in Trip generation, Trip distribution by various methods.

 Facilitate the students’ independent research to gain depth in at least one particular area suggest

Transportation problems and solutions presented within the context of social change, technological advancement and environmental constraints.

57

ANALYSIS AND DESIGN OF TALL STRUCTURES

Sub Code: CVPE 783


Credits: 4:0:0






To enlighten the students on the behavior, analysis and design of tall buildings.



Understand common structural systems utilized in tall buildings and their design philosophy.



Perform preliminary design and analysis of various structural systems for tall buildings.



Develop analytical models for tall buildings using state-of-the-art structuralanalysis programs and assess structural response under seismic excitation using such analytical tools.



Distinguish between prescriptive design methods and modern performance-based design methods for tall buildings.



Understand the differences between component-based design and system-based design procedures for tall buildings.

COURSE CONTENTS :

UNIT I

INTRODUCTION: History, Advantages & disadvantages, Economics, Essential amenities, Lifts

(elevator), Fire safety, Water supply, Drainage and garbage disposal, Miscellaneous services, Structural and foundation systems, Design criteria, Design philosophy, loading, Sequential loading, Materials, High performance Concrete, Fibre reinforced Concrete, Light weight Concrete, Design Mixes

UNIT II

LOADING AND MOVEMENT: Gravity loading: Dead and Live load, methods of live load reduction,

Impact, gravity loading, construction load. Wind loading: Static and Dynamic approach, Analytical and wind tunnel experimental method. Earthquake loading: Equivalent lateral force, Modal analysis, combinations of loading, Working stress design, Limit state design, Plastic design.

UNIT III

BEHAVIOUR OF VARIOUS STRUCTURAL SYSTEMS: Factors affecting growth, Height and

Structural form- High rise behavior, Rigid frames, braced frames, In filled frames, shear walls, coupled shear walls, wall-frames, tubular, cores, outrigger- Braced and hybrid mega system

UNIT IV

ANALYSIS AND DESIGN: Modeling for approximate analysis, Accurate analysis and reduction techniques, Analysis of building as total structural system considering overall integrity and major subsystem interaction, Analysis for member forces, drift and twist, computerized general three dimensional analysis. Structural elements: Sectional shapes, properties and resisting capacity, design, deflection, cracking, prestressing, shear flow, Design for differential movement, creep and shrinkage effects, temperature effects and fire resistance.

UNIT V

STABILITY OF TALL BUILDINGS: Overall buckling analysis of frames, wall- frames –

Approximate methods, second order effects of gravity loading, P-Delta analysis, simultaneous first order and P-Delta analysis- Translational, Torsional instability, out of plum effects, stiffness of member in stability, effect of foundation rotation

58

Text books :

1.

Taranath B.S., “ Analysis & Design of Tall Building”, McGraw-Hill Book Co, 1988.

2.

Bryan S.S, and Alexcoull, “ Tall Building Structures, Analysis and Design”, John Wiley and Sons,

Inc., 1991.

Reference books :

1.

CHANDRASHEKHARA K, “Theory of Plates” Universities Press(India)Ltd., Hyderabad 2001.

2.

ANSEL C.UGURAL, “Stresses in Plates and shells”, Second Edition, McGraw-Hill International

Editions 1999.



Max marks

Evidence collected

Contributing to

Course

Outcomes

What


To whom

When/ Where



CIE

SEE


Case analysis

Surprise quiz

Students


Students feedback


Twice

---

---

Students

End of course



End of course

30

20

100

-

-

Blue books

Assignment reports

Answer scripts

Feedback forms

Questionnaire

1, 2, &3

4,5

--

--

Covers all CO’s

--

--

59

















The student gained knowledge to perform analysis and design of tall buildings.



The student should have an understanding on the behaviour of tall buildings subjected to lateral building



The students should have knowledge about the rudimentary principles of designing tall buildings as per the existing codes.

60

ENVIRONMENTAL IMPACT ASSESSMENT

Sub Code: CVPE 784


Credits: 4:0:0



Course Objectives

1.

The student will understand the procedure of conducting EIA

2.

The student will be able to analyze different methods of EIA

3.

The student will be able to conduct EIA for water, air and noise environment

4.

The students will appreciate the need for public participation in EIA

5.

The students will enumerate the method of conducting EIA for water resource project, Highway project, Iron mining project

UNIT I

Definition of EIA, Need for EIA, EIS, FONSI, Utility of EIA, Scope of EIA, Step by step procedure of conducting EIA, REIA, CEIA, Limitations of EIA, Frame work of EIA, EIA Guidelines for developmental projects.

UNIT II

Developmental projects - Description of affected environment with factors and indices,

Methodologies of EIA – Adhoc method, Checklist method, Matrices method, Network method and

Overlay method

UNIT III

Assessment and prediction of impacts on attributes- Air environment, Water environment, Noise environment.

UNIT IV

Assessment and prediction of impacts on attributes - Soil and ground water and Socio economic environment.

Public participation in environmental decision making, objectives of public participation and public participation techniques. Practical consideration in preparing in EIA and EIS

UNIT V

EIA for water resource project, Highway project, Iron ore and Coal mining project.

Text Books

1. Y. Anjaneyulu and Valli Manickam ,

“Environment Assessment Methodologies”

, B.S

Publications, Hyderabad, 2007 .

2. R.K Jain et.alVan Nostrand ,

“Environmental Impact Analysis”

- Reinhold Company, 1977.


1. Larry W Canter ,

“Environmental Impact Assessment” –McGraw – Hill International Editions,

1996.

2. Guidelines for EIA of Developmental Projects, Ministery of Environment and Forests, GOI.

61



What


To whom

When/ Where



Max marks

30

Evidence collected

Blue books

Contributing to

Course

Outcomes

1, 2, &3


Case analysis

Surprise quiz

Students

Twice

---

---

20

Assignment reports

4,5

--

--

SEE


End of course



100

Answer scripts

Covers all CO’s

Students feedback


Students

End of course

-

-

Feedback forms

Questionnaire

--

--














Course Outcomes

At the end of the course the student

1. Understands the methodology of conducting EIA PO – {a,b,c}

2. Identify and choose a suitable methodology of EIA foe different projects PO – {c,d,e}

3. Layout the procedure for conducting EIA for different attributes PO – {e,f,g}

4. Understands the importance of public participation in EIA PO – {h,I,j}

5. Understand the procedure of conducting EIA for water resource, highway, mining projects PO –

{h,k,l}

62

DESIGN OF HYDRAULIC STRUCTURES

Sub Code: CVPE 785


SEE Marks: 100

Credits: 4:0:0


CIE: 50




Students will be able to analyse representations of key concepts from hydraulics and understand the functioning of various hydraulic structures.



Students will be able to get an exhaustive theoretical approach in planning and design of hydraulic structures.



Students will be able to appreciate the societal (social, political, economic, cultural and/or ethical) variables that contribute to understand the importance of water resources projects.




UNIT-I

Canal Regulation Works: Introduction, Function of a regulator, Design of cross regulator. Device for sediment control; Silt ejector and silt excluder (No design). Canal falls: types, design of notch type fall.

UNIT-II

Introduction, cause of failure, design principles, principal and shear stresses. Elementary profile and practical profile of a gravity dam. Design of gravity dams.

UNIT-III

Earth Dams: Introduction, causes of failure of earth dams, preliminary section, Determination of parametric line by Casagrande’s method. Estimation of seepage.

UNIT-IV

Arch dams and Buttress dams – definition, concepts and components. Spillways: Design of spillways.

UNIT-V

CROSS DRAINAGE WORKS: Introduction, cross section and L Section of an unlined channel . Type of C.D works, Design considerations for C.D works. Transition formula design of protection works

(Hydraulic design only).

Text Books:

1. Irrigation, water power and water resources engineering; Arora.K.R. Standard publishers 2. Text book of irrigation engineering and hydraulic structures, Sharma R.K, oxford & IBH Publishing co, New Delhi.

3. Irrigation and water resources engineering AsawaG.L., New age International publications, New Delhi.


1. Irrigation engineering and Hydraulic structures, Santhosh Kumar Garg., Khanna publishers, New Delhi.

2. Irrigation, water Resources and water power engineering, Modi P.N, Standard Books House, New

Delhi.

3. Irrigation engineering, Sharma R.K. and Sharma T.K., S.Chand& Co. New Delhi.

63



What


To whom

When/ Where



Max marks

30

Evidence collected

Blue books

Contributing to

Course

Outcomes

1, 2, &3


Case analysis

Surprise quiz

Students

Twice

---

---

20

Assignment reports

4,5

--

--

SEE


End of course



100

Answer scripts

Covers all CO’s

Students feedback


Students

End of course

-

-

Feedback forms

Questionnaire

--

--

















Understands what constitutes the planning and design of water resources projects.



Understands how precious resources in the environment are and how to conserve them.



Understands how to integrate the water resources development.



Understands how to choose various types of hydraulic structures very aptly.



Understands how by way of education, public participation, scientific practice, awareness, law and by engineered systems, the damage to the environment can be reduced or mitigated.

64

Code: CVPE 786

GROUND IMPROVEMENT TECHNIQUES


SEE Marks: 100

Credits: 4:0:0


CIE: 50




To prepare the students to understand and analyze the field data and assess the requirement for improving the locally available soils



To make the students understand the various available techniques of ground improvement and their suitability for various soil conditions and requirement for the proposed structure



To infuse confidence in the students to propose suitable ground improvement technique for a given site with the knowledge of basic concepts.



To prepare the students to be able to evaluate the stability and safety of the structures on improved ground.

UNIT – I

INTRODUCTION: Need for ground improvement, principles of ground improvement, classification of improvement techniques, suitability, feasibility & desirability.

MECHANICAL MODIFICATION: Principles of densification, Compaction – shallow & deep compaction, hydro-mechanical compaction, properties of compacted soils, compaction control tests, specifications.

UNIT – II

HYDRAULIC MODIFICATION: Objectives, techniques, dewatering methods, preloading and use of vertical drains, electro-kinetic dewatering and stabilization.

UNIT – III

PHYSICAL AND CHEMICAL MODIFICATION: Modification by admixtures – lime, cement, chemicals, stabilization using industrial wastes, modification by deep grouting, thermal modification.

UNIT – IV

MODIFICATION BY INCLUSIONS AND CONFINEMENT: Soil reinforcement – Reinforced earth and other strip reinforcing methods, flexible geosynthetic sheet reinforcement.

UNIT – V

IN-SITU GROUND REINFORCEMENT: Ground anchorage, rock bolting and soil nailing.

TEXT BOOKS:

1.

“Ground Improvement techniques”, Dr. P.Purushotham Raju, University Science Press,1999

2.

Manfred R. Hausmann, “ Engineering principles of ground modification”, McGraw-Hill

Publishing Co. 1990

References:

1.

Ingles O.G. and Metcalf J.B., “ Soil Stabilization – Principles and practice”, Butterworths,

London, 1972

65



What


To whom

When/ Where



Max marks

30

Evidence collected

Blue books

Contributing to

Course

Outcomes

1, 2, &3


Case analysis

Surprise quiz

Students

Twice

---

---

20

Assignment reports

4,5

--

--

SEE


End of course



100

Answer scripts

Covers all CO’s

Students feedback


Students

End of course

-

-

Feedback forms

Questionnaire

--

--














Course outcomes addressed:



Students will be able to understand and analyze the field data and assess the requirement for improving the locally available soils.



Students will be able to understand the various available techniques of ground improvement and their suitability for various soil conditions and requirement for the proposed structure.



Students will be in a position to analyze and suggest / propose suitable ground improvement technique for a given site with the knowledge of basic concepts



Students will be able to evaluate the stability and safety of the structures on improved ground.

66

EXTENSIVE SURVEY PROJECT

Sub Code: CV 801

CIE: 50

Credits: 0:1:3


1.

Have the ability to apply knowledge of mathematics, science, and engineering to understand the measurement techniques and equipments used in land surveying.

2.

Appreciate the need for accurate and thorough note taking in field work to serve as a legal

3.

Record for future projects

4.

Gain the ability to use modern survey equipment to measure angles and distances to prepare civil engineering projects

5.

Gain an appreciation of the need for lifelong learning through the discussion of recent

Changes in survey procedures and equipment and finally preparation of DPR

6.

Understand the importance of professional licensure to protect the public in the

Practice of land surveying.

An extensive survey training involving investigation and design of the following projects is to be conducted for 2 weeks (14 days). The student shall submit a project report consisting of designs and drawings.

1. General instructions, Reconnaissance of the sites and fly leveling to establish bench marks.

2. NEW TANK PROJECTS: The work shall consist of i) Alignment of center line of the proposed bund, Longitudinal and cross sections of the center line. ii) Capacity surveys. iii) Details at Waste weir and sluice points. iv) Canal alignment.

(At least one of the above new tank projects should be done by using TOTAL STATION)

3. RESTORATION OF AN EXISTING TANK:

The work shall consist of:

1) Alignment of centre line of the existing bund, Longitudinal and Cross sections along the centre line.

2) Capacity surveys, Details at sluice and waste weir.

4. WATER SUPPLY AND SANITARY PROJECT: Examination of sources of water supply,

Calculation of quantity of water required based on existing and projected population. Preparation

of village map by any suitable method of surveying (like plane tabling), location of sites for ground

level and overhead tanks underground drainage system surveys for laying the sewers.

5. HIGHWAY PROJECT: Preliminary and detailed investigations to align a new road (min. 1 to 1.5

km stretch) between two obligatory points. The investigations shall consist of topographic surveying

of strip of land for considering alternate routes and for final alignment. Report should justify the

selected alignment with details of all geometric designs for traffic and design speed assumed.

Drawing shall include key plan initial alignment, final alignment, longitudinal section along final

alignment, typical cross sections of road.(Drawing should be preferably done using AutoCAD)

67

Outcomes

1.

Gain a basic understanding of the principles and operation of the Global Positioning System for locating salient features.

2.

Gain the ability to measure differences in elevation, draw and utilize contour plots, and

3.

calculate volumes for earthwork for civil engineering projects

4.

Appreciate the need for licensed surveyors to establish positioning information for property and structures.

68

Sub Code: CV 802

PROJECT WORK

Credits: 0:0:12












Provide students with quantitative and qualitative tools to identify, analyze and develop opportunities as well as to solve Civil Engineering problems;

Develop students’ ability to think strategically, and to lead, motivate and manage with teams.

Instill students with skills of curiosity, initiative, independence, reflection and knowledge transfer which will allow them to be in a position to manage new knowledge in their professional careers.

Develop students’ written and oral communication competencies to enhance Technical effectiveness; and

Enhance students’ appreciation of the values of social responsibility, legal and ethical principles, through the analysis and discussion of pertinent articles and real time projects.

GUIDELINES



The students shall form their own batch not more than four (4) and get registered with project coordinator.



The student will be assigned to the prospective guide in the beginning of 7 th

semester.



The student shall select the topic after a detailed discussion with guide.



The problem identified shall be pertaining to Civil Engineering (analytical/ computational/ experimental/ design oriented/ statistical and case studies)



The students shall finalize the topic within a month from the date of registration in the 7 th

semester.



The student shall give a presentation at the end of 7 th

semester about the topic, detailed literature review/ parameters/ case study/ scope etc.



The project selected shall have the following components.

1.

Synopsis

2.

Introduction and definition of problem

3.

Exhaustive literature survey

4.

Objectives of project work from the extract of literature

5.

Experimental, analytical, design, evaluation and observations on the above problem

6.

Conclusions and scope of future work to be carried out

7.

References

8.

Appendix showing the detailed data, design calculations, derivation etc.



The CIE marks will be evaluated based on oral presentation and assessment by the internal guide.



Three review presentations will be conducted in the 8 th

semester to the subject expert committee, each will be evaluated for 10 marks and guide will assess for 20 marks.



Preferably the outcome of project work in the form of patent/ journal/ conference paper will be rated well.



Students are strictly advised not to copy any material from books, hand-outs, project reports, codes, journals and open sources without indicating the reference, which leads to plagiarism.



The Problem (Analytical/ Computational/ Experimental / Design oriented/ Statistical) shall be selected after detailed discussion with guide and H.O.D. the project shall have following features:



The project shall be submitted in the prescribed standard format and four copies shall be submitted to the H.O.D. Project report shall be submitted after certification by the Guide and H.O.D.

69

Learning Outcomes







By the end of the program, the Civil Engineering graduates will become lifelong learners, of the skills and competences necessary to successfully contribute to the organization they shall serve in future.

Graduates of the program are able to excel in their chosen career paths, by learning on how to live, adapt and apply their knowledge to their chosen field.

Program graduates are able: to reflect upon and explore infrastructure problems in depth, to develop informed technical decisions to tackle them, and to demonstrate ability to pursue new knowledge necessary to share their expertise in dynamic local and international business environments.

70

SEMINAR

Sub Code: CV 803 Credits: 0:0:1

The student will have to give a presentation for 20 minutes on any current Civil Engineering topic chosen by him/her after discussion with Guide.

71

DESIGN OF EARTHQUAKE RESISTANT STRUCTURES

Sub. Code: CVPE 841


Credits: 4:0:0






To provide the students with basic knowledge of earthquakes and its relation to structural systems



Ability to apply the knowledge of mathematics, science and engineering to single degree structural systems subjected to strong ground motions



Ability to apply the knowledge of mathematics, science and engineering to conceptually design structural systems against earthquakes



Ability to apply the knowledge of mathematics, science and engineering to analyse linear structural systems subjected to earthquake forces



Ability to apply the knowledge of mathematics, science and engineering to analyse and design reinforced concrete and Masonry structures systems subjected to earthquake forces

UNIT- I

Engineering Seismology: Elastic rebound theory and Theory of plate tectonics, Seismic waves, Seismic zoning, Magnitude and intensity, Strong ground motion, Response of structures.

UNIT- II

Response Spectra: Elastic and inelastic design spectra, Tripartite plot, Use of response spectrum in earthquake resistant design, Selection of design EQs, Peak ground acceleration, Comparison of design and response spectra, Energy dissipating devices

UNIT -III

Conceptual design: Structural configuration for earthquake resistant design, Simplicity and symmetry, frames, shear walls and dual systems, effect of infill masonry on frames, soft and weak storeys, Ductility and energy absorption in buildings, Strong column - weak beam design, Base isolation

UNIT -IV

Linear Earthquake Analysis: Seismic design requirements, Design Earthquake loads, Load combinations, Mathematical modeling, Methods of analysis - Seismic coefficient method, Response spectrum method and Time history method, Structural requirements, Earthquake resistant design methods,

Response control using external devices.

72

UNIT -V

Reinforced concrete structures and Masonry structures: Ductility and codal guidelines, Design of shear walls, Retrofitting, Behaviour of unreinforced and reinforced masonry walls during past earthquakes, Seismic design requirements and design of masonry structures, Retrofitting.

Text Books:

1. Pankaj Agarwal and Manish Shrikande, ‘ Earthquake Resistant Design of Structures’, Prentice Hall of

India Private Ltd, New Delhi

2. Duggal S K,’ Earthquake Resistant Design of Structures’, Oxford University Press, New Delhi

References:

1. Anil K Chopra, Dynamics of Structures, Pearson Education, Asia, New Delhi

2. Steven L Kramer, Geotechnical Earthquake Engineering, Pearson Education, Asia, New Delhi

3. Relevent Codes.



Max marks

Evidence collected

Contributing to

Course

Outcomes

What


To whom

When/ Where



CIE

SEE


Case analysis

Surprise quiz

Students


Students feedback


Twice

---

---

Students

End of course



End of course

30

20

100

-

-

Blue books

Assignment reports

Answer scripts

Feedback forms

Questionnaire

1, 2, &3

4,5

--

--

Covers all CO’s

--

--

73














Course Outcomes :



Students will have the basic knowledge of earthquakes and its relation to structural systems PO –

{a,b,c}



Students will have the ability to identify, formulate and solve engineering problems with reference to single degree structural systems subjected to strong ground motions PO – {c,e,f}



Students will have the ability to identify, formulate and solve engineering problems with respect to conceptual design of structural systems against earthquakes PO – {a,f,g}



Students will have the ability to identify, formulate and solve engineering problems with respect to the linear analysis of structural systems subjected to earthquake forces PO – {g,h,i}



Students will have the ability to identify, formulate and solve engineering problems with respect to the design of reinforced concrete and Masonry structures subjected to earthquake forces PO –

{j,k,l}

74

Code: CVPE 842

INDUSTRIAL WASTEWATER TREATMENT


Credits: 4:0:0


SEE Marks: 100

Course learning objectives (Derived from Course Articulation Matrix)

CIE: 50 a. Ability to apply knowledge of mathematics, science, and engineering in industrial waste water treatment, like planning, analysis and designing of treatment units including details of statuary rules and regulations. b. Ability to identify , formulate , and solve various types of industrial pollution c. Ability to design a system, components, or processes to meet desired needs in industrial waste

water treatment.

d. Ability to function on multi-disciplinary teams in the areas of different types of industries to

reduce, recycle and reuse the waste from industries.

UNIT – I

Industrial scenario in India - Industrial activity and Environment - Uses of Water by industry -

Difference between domestic and industrial wastewater- Parameters of pollution and their effects receiving streams- Classification of streams based on the mixing of effluents-Self purification of streams

- Oxygen sag curve- Derivation of streeter – phelps equation – Numerical problems.

UNIT – II

Environmental standards for industrial effluents - Effluent sampling – grab and composite sampling

Treatment methods of industrial effluent -– pre treatment of waste - Equalization – Neutralization-

Flotation- Sedimentation- Numerical problems - Volume reduction and strength reduction - recycling of waste water.

UNIT – III

Introduction to Secondary treatment of industrial effluents – Design of an aeration unit – design of a trickling filter – design of an oxidation pond - Introduction and feasibility of combined treatment- municipal waste and industrial waste -volume ratio -Rental charges and economics – mixing of effluents

- Problems associated with mixing of effluents and combined treatment-. Management of effluents –

Environmental modelling

UNIT – IV

Manufacturing process flow sheet with source of wastewater, Characteristics of waste, effects of untreated waste on streams or on land and the treatment of the following industrial effluents

Cotton textile Industry

Dairy industry

Sugar Mill

UNIT – V

Manufacturing process flow sheet with source of wastewater, Characteristics of waste, effects of untreated waste on streams or on land and the treatment of the following industrial effluents

Paper and pulp Industry

Distillery industry

Plating industry

75

Internal Assessment Details: Three internal assessment tests are conducted and average of best two will be considered for 30 marks. Two assignments will be conducted for 20 marks leading to total Internal

Assessment Marks of 50.

Text Books:

1. Nelson L Nemerow (1971) – “Liquid Waste of industry, Theories , “Practices and Treatment. Addison

Willey New York.

2. Rao M N and Dutta A.K (2008) - waste water treatment, Third edition, Oxford & IBH

Publications co pvt ltd, NewDelhi.


1. Mahajan S P.( 1985) - Pollution control in Process Industries—Tata McGraw hill Company, New

Delhi

2. Eckenfelder (2000)- “

Industrial Water pollution Control”-

McGraw hill Company, New Delhi

American Chemical Society, Washington D.C. USA



What


To whom

When/ Where



CIE

SEE


Case analysis

Surprise quiz

Students


Students feedback


Twice

---

---

Students

End of course



End of course

Max marks

30

20

100

-

-

Evidence collected

Blue books

Assignment reports

Answer scripts

Feedback forms

Questionnaire

Contributing to

Course

Outcomes

1, 2, &3

4,5

--

--

Covers all CO’s

--

--

76














Course outcome

1. Graduates will develop planning skill in designing water pollution control systems in

industries.

2. Graduates will differentiate red category industries from green category industries.

3. Graduates will be able to characterize the different types of industrial effluents

4. Graduates will be able to advise the regulating authority about the possible danger specific

industries.

77

COMPOSITE AND SMART MATERIALS

Subject Code: CVPE 843


SEE Marks: 100

Credit: 4:0:0


CIE: 50




To provide basic knowledge of mathematics, science and engineering in the areas of Composite materials Sandwich structure face and core materials, manufacturing of composites



To provide basic knowledge of mathematics, science and engineering in the areas of analysis of concrete folded plates.



To provide basic knowledge of mathematics, science and engineering in the areas of smart materials and structures-piezoelectric materials.



To gain the knowledge in Actuators and sensors-single and dual actuators.



To gain the knowledge in Asymmetric induced strain actuators in uniform strain and Euler-

Bernoulli models.



To gain the knowledge in open loop and close loop transfer functions-stability criteria-deflection control of beams like structures-using piezoelectric sensors and actuators.

UNIT I

Introduction to Composite materials, classifications and applications. Anisotropic elasticity – unidirectional and anisotropic laminae, thermo – mechanical properties, micro – mechanical analysis, characterizaon tests. Classical composite lamination theory, cross and angle – play laminaes, symmetric, ansymmetric and general symmetric laminates, mechanical coupling. Analysis of simple laminated structural elements ply-stress and strain, lamina failure theories – first fly failure, vibration and buckling analysis. Sandwich structure face and core materials, secondary failure modes environmental effects, manufacturing of composites.

UNIT II

Concepts of Smart Materials and their properties – piezoelectric materials – coupled electromechanical constitutive relations – depoling and coercive field – field–strain relation – hysterics – creep – strain rate effects – manufacturing. State-of-the-art smart structures technologies

UNIT III

Actuators and Sensors -Single and dual actuators – pure extension, pure bending – bending extension relaons – uniform strain beam model – symmetric induced strain actuators – bond shearing force –

Bernoulli Euler (BE) beam model – embedded actuators – Asymmetric induced strain actuators in uniform strain and Euler – Bernoulli models. Uniform strain model – energy principle formulation – BE model – single and dual surface bonded actuators – Extension – bending and torsion model.

UNIT IV

Introduction to Control System -Open loop and close loop transfer functions – stability criteria – deflection control of beam like structures – using piezoelectric sensors and actuators – shape memory alloys. Control theories and structures with passive or active control measures, advanced sensors, and study in detail some of the most important theories and hardware to implement smart structural systems that contain built-in control, sensory, and diagnostic elements

78

UNIT V

Basics of health monitoring, technical approach to health monitoring, definitions of common terminology, overview of technical areas in health monitoring, modeling needs, modeling damage, measurements, data analysis structural health monitoring method, and sensor data processing.

Text Books:

1.

Robart M.Jones, “Mechanical of Composite Materials”- McGraw Hill Publishing Co.

2.

Bhagwan D Agarvalm, and Lawrence J Brutman, “Analysis and Performance of Fiber

Composites”- John Willey and Sons.

Reference books:

1.

Tuttle, Mark E., “Structural Analysis of Polymeric Composite Materials”, Marcel-Dekker, New

York, NY, 2004

2.

Lagoudas, Dimitris C. (Ed.), “Shape Memory Alloys: Modeling and Engineering Applications”

2008

3.

A.V. Srinivasan, and D.M.McFarland “Smart Structures: Analysis and Design”, Cambridge

University Press, 2001

4.

T.T. Soong “Active Structural Control: Theory and Practice” , Longman, London and Wiley, New

York, 1990.

5.

Banks, H.T., R.C. Smith, Y. Wang, “Smart Material Structures,” Masson S.A., Paris, 1996.

Guran, A. and Inman (Eds), “Smart Structures, Nonlinear Dynamics and Control,” Prentice Hall

PTR, Upper Saddle River, NJ, 1995.



Max marks

Evidence collected

Contributing to

Course

Outcomes

What


To whom

When/ Where




Case analysis

Surprise quiz

Students

Twice

---

---

SEE


Students feedback Students

End of course



79

30

20

100

-

Blue books

Assignment reports

Answer scripts

Feedback forms

1, 2, &3

4,5

--

--

Covers all CO’s

--


End of course -

Questionnaire

--

















The students will reproduce the basic knowledge of mathematics, science and engineering in the areas of Composite materials, classifications and applications. PO – {a,b,i}



The students are able to analyse simple laminated structural elements ply-stress and strain, lamina failure theories- first fly failure, vibration and buckling analysis. PO – {c,d,j}



Students will evaluate the impact of engineering solutions on the society and also will be aware of contemporary issues regarding failure of structures due to wrong design, use of poor quality of materials. PO – {a,c,f,h}



To gain the knowledge in the field Actuators and sensors-single and dual actuators. PO – {b,c,d,l}



Students will gain factual knowledge on analysis and design of R C elements who can participate and succeed in competitive examinations. PO – {a,i,k,l}

80

Sub Code: CVPE 844


SEE Marks: 100

PRE-FABRICATED STRUCTURES

Credits: 4:0:0


CIE: 50




To provide basic knowledge of mathematics, science and engineering in the Prefabricated structures.



Enable the students to identify, formulate and solve engineering problems in Pre fabricated structures.



To give procedural knowledge of Definition, components of prefabricated elements, Historical

Developments, Classification of prefab elements,



To give procedural knowledge to design a system, component or process as per the needs and specifications of different variety of prefab elements like slab, beams, columns, chejjas, retaining walls etc subjected to various load combinations.



To imbibe the culture of professional and ethical responsibilities by following codal provisions in the analysis, design and detailing of prefab structures for strength and durability.






To provide factual knowledge on analysis and design of various types of prefab structures for those who can participate and succeed in competitive examinations.

UNIT-I

INTRODUCTION: Need for prefabrication, Principles, Materials, Modular coordination,

Standardization,Systems production, Transportation and Erection.

UNIT-II

PREFABRICATED COMPONENTS: Behavior of structural components, Large panel constructions,

Construction of roof and floor slab, Wall panels, Columns, Shear walls.

UNIT-III

DESIGN PRINCIPLES: Disuniting of structures, Design of cross section based on efficiency of material used, Problems in design because of joint flexibility, Allowance for joint deformation.

UNIT-IV

JOINT IN STRUCTURAL MEMBERS: Joints for different structural connections, Dimensions and detailing, Design of expansion joints.

UNIT-V

DESIGN FOR ABNORMAL LOADS: Progressive collapse, Code provisions, Equivalent design loads for considering abnormal effects such as earthquakes, cyclones, etc., Importance of avoidance of progressive collapse.

81

TEXT BOOKS:

1.

CBRI, Building materials and components, India, 1990

2.

2. Gerostiza C.Z., Hendrikson C. and Rehat D.R., Knowledge based process planning for construction and manufacturing, Academic Press Inc., 1994

REFERENCES:

1.

Koncz T., Manual of precast concrete construction, Vols. I, II and III, Bauverlag, GMBH, 1971.

2.

Structural design manual, Precast concrete connection details, Society for the studies in the use

3.

of precast concrete, Netherland Betor Verlag, 1978.



What


To whom

When/ Where



Max marks

30

Evidence collected

Blue books

Contributing to

Course

Outcomes

1, 2, &3


Case analysis

Surprise quiz

Students

Twice

---

---

20

Assignment reports

4,5

--

--

SEE


End of course



100

Answer scripts

Covers all CO’s

Students feedback


Students

End of course

-

-

Feedback forms

Questionnaire

--

--














82

Course Outcomes



The students will reproduce basic knowledge of mathematics, science and engineering in the areas of design of pre-fabricated structures.



The students will identify, formulate and solve engineering problems in pre fabricated structures masonry structural system subjected to gravity loads, erection loads and transportation loads.



The students will procedural knowledge to design a system, component or process as per needs and specifications of pre-fabricated structural elements subjected to various load combinations.



Students will practice the culture of professional and ethical responsibilities by following codal provisions in the analysis, design and detailing of Pre-fabricated structures.



Students will evaluate the impact of impact of engineering solutions on the society and also will be aware of contemporary issues regarding failure of structures due to wrong design, use of poor quality of materials and faulty construction methods.



Students will gain factual knowledge on analysis and design of pre fabricated structures who can participate and succeed in competitive examinations.

83

Code: CVPE 845


SEE Marks: 100

PAVEMENT DESIGN

Credits: 4: 0: 0


CIE: 50

Course objective:



To select appropriate pavement and surfacing materials, types, layer thicknesses and configurations to ensure that the pavement performs adequately and requires minimal maintenance under the anticipated traffic loading for the design life adopted.

UNIT– I

IntroductionFactors affecting design and performance of the pavements. Pavement composition,

Parameters for the Pavement Analysis- Elastic Modulus, Passion’s ratio, Wheel Load, Wheel configuration and Tyre Pressure, Temperature. Concepts of analysis of bituminous pavement structure and concrete pavement structure.

UNIT– II

Stresses and Deflections in Flexible Pavements - Stresses and deflections in homogenous masses, wheel load stresses and various factors in traffic wheel load- ESWL [graphical method only] for multiple wheel loads, repeated loads and EWL factors.

UNIT– III

Design Methods for Flexible pavements for Highways- Mc Leod method, Kansas Method,

California Resistance Value method, IRC Method- according to the IRC38-2001

UNIT– IV

Stresses in Rigid Pavements- Types of stresses and causes, factors influencing the stresses, general considerations in rigid pavement analysis, EWL, wheel load stresses, warping stresses, frictional stresses and combined stresses.

UNIT– V

Design of Cement Concrete pavement- Designing thickness of Concrete Pavement [IRC 58,

2002]. Types of joints in cement concrete pavements and their functions, joint spacing: design of joints, details of longitudinal joints, contraction joints and expansion joints.

Text Books:

1.

Yoder E J and Witczak ,

“Principles of Pavement Design”

, 2 nd

Edition, John Wiley and Sons.

2.

Khanna SK and Justo C E G ,

“Highway Engineering, Nem Chand Bros ”,

Roorkee


84


What


To whom

When/ Where



Max marks

30

Evidence collected

Blue books

Contributing to

Course

Outcomes

1, 2, &3


Case analysis

Surprise quiz

Students

Twice

---

---

20

Assignment reports

4,5

--

--

SEE


End of course



100

Answer scripts

Covers all CO’s

Students feedback


Students

End of course

-

-

Feedback forms

Questionnaire

Questions for CIE and SEE will be designed to evaluate the various educational components

(Bloom’s taxonomy) such as:













--

--

Course outcomes:

This course focuses on the design of roadway pavement. The course goals are to enable students to:

1.

Concepts of pavement components in flexible and rigid pavement.

2.

Concepts of stresses and strains in flexible pavements based on the layered elastic and viscoelastic solutions. Stresses and deflections in rigid pavements.

3.

Evaluation of pavement performance, failure criteria, and pavement condition rating

85

SYLLABUS (For the Academic year 2015 – 2016) Civil Engineering Department

M S RAMAIAH INSTITUTE OF TECHNOLOGY

BANGALORE

(Autonomous Institute, Affiliated to VTU)

SYLLABUS

(For the Academic year 2015 – 2016)

VII & VIII Semester, B E

Civil Engineering Department

THE VISION OF MSRIT

THE MISSION OF THE MSRIT

QUALITY POLICY

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SYLLABUS (For the Academic year 2015 – 2016) Civil Engineering Department

M S RAMAIAH INSTITUTE OF TECHNOLOGY

BANGALORE

(Autonomous Institute, Affiliated to VTU)

SYLLABUS

(For the Academic year 2015 – 2016)

VII & VIII Semester, B E

Civil Engineering Department

THE VISION OF MSRIT

THE MISSION OF THE MSRIT

QUALITY POLICY

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