ASEAN University Network /
Southeast Asia Engineering Education Development Network
AUN/SEED-Net
Implementation Guidelines
for
Collaborative Research Program with Industry
(CRI)
For the Japanese Fiscal Year 2011
AUN/SEED-Net Project
Applicant
Dr. Hoang-Hung Tran-Nguyen
Department of Bridge & Highway Engineering
Faculty of Civil Engineering
Ho Chi Minh City University of Technology, Vietnam.
Topic
Applying Soil-Cement Shallow Mixing (SCSM) Technology to Construct
Rural Roads in the Mekong Delta, Vietnam
As of 19th September 2011
(ASEAN University Network / Southeast Asia Engineering Education Development Network)
APPLICATION FORM
Collaborative Research Program with Industry (CRI)
2011
Application form can be downloaded from http://www.seed-net.org/ and can be
photocopied as needed. Please print or type all entries. Please submit either hard
or soft copies (in PDF and JPG format) of the proposals to the below address
by Monday 19th September 2011.
AUN/SEED-Net Project
(CRI Application )
Tel: (66 2) 2186419, 2186420,
Faculty of Engineering Bld 2, Rm109 - 110
2186421
Chulalongkorn University
Fax: (66 2) 2186418
Bangkok 10330, THAILAND
E-mail: prog@aun-seed.net
Program Guidelines
Applicants should study the Implementation Guidelines of the Collaborative Research Program with Industry
(CRI) 2011. It is advisable to provide detailed information and description for each item below, and attach
supporting documents when necessary.
1
Applicant (Principal Investigator)
Please also attach a CV of the Principal Investigator – use CV format in the Attachment.
1.1 Family Name
TRAN-NGUYEN
Given Name(s)
HOANG-HUNG

1.2 Gender (Please mark √) Male
Female
1.3 Current Status/Position
ASSISTANT PROFESSOR
1.4 Department/Faculty
BRIDGE & HIGHWAY ENGINEERING / CIVIL ENGINEERING
1.5 University
HO CHI MINH CITY UNIVERSITY OF TECHNOLOGY (HCMUT)
1.6 Contact Address
268 Ly Thuong Kiet street, B6 building, Room 108, Ward 14, District 10, Ho
(Mailing Address)
Chi Minh City, Vietnam.
Tel / Fax
+848-3863-7003/ +848-3865-0714
Mobile
+849-1390-0663
tnhhung@hcmut.edu.vn or tnhhung@gmail.com (for big attached files)
E-mail Address
2
Proposed Research Project Title & Estimated Period of Research Project
2.1
Research Project Title
2.2
Field or Area
2.3
Total Period of
Research Project
3
Applying Soil-Cement Shallow Mixing (SCDM) technology to construct
rural roads in the Mekong Delta, Vienam
Please refer to No. 5 – Research Areas in the Implementation Guidelines, pp. 3
CIVIL ENGINEERING (CE)
From
18 Months
October 2011
To
March 2013
Information on Co-Investigator (Compulsory)
Please also attach a CV of the Co-Investigator – use CV format in the Attachment.
3.1
Family Name
KITAZUME
Given Name(s)
MASAKI
3.2
Gender (Please mark √) Male
√
Female
-1-
Guidelines for Collaborative Research Program
with Industry (CRI)
3.3
3.4
3.5
3.6
3.7
4
Current Status/Position
Department/Faculty
University
Contact Address
(Office Address)
Professor
Department of Civil Engineering
Tokyo Institute of Technology
2-12-1-M1-9 Ookayama, Meguro-ku, Tokyo 152-8552 Japan
Tel / Fax
Mobile
E-mail Address
Given Name(s)
Role and
responsibilities
Tel. +81 3 5734 2798 Fax. +81 3 5734 3577
+81 9 1854 6445
kitazume@cv.titech.ac.jp
Provide technical support on design, execution and quality control/assurance
of soil-cement mixing technology, review all publications resulted from this
project
Information on Person (s) Involved - Optional
Please also attach a CV of each person involved – use CV format in the Attachment.
4.1
4.1.1
4.1.2
4.1.3
4.1.4
4.1.5
4.1.6
4.1.7
4.2
4.2.1
4.2.2
4.2.3
4.2.4
4.2.5
4.2.6
4.2.7
Co-researcher - 1
Other full-time faculty member of (any) Member Institutions
(Max. 2 persons)
Family Name
Given Name(s)
Gender (Please mark √)
Current Status/Position
Department/Faculty
University
Contact Address
(Office Address)
Tel / Fax
Mobile
E-mail Address
Role and
responsibilities
(please duplicate the table in case there are more than one)
NGUYEN
BINH, TANG THANH
Male
√
Female
LECTURER
BRIDGE & HIGHWAY ENGINEERING / CIVIL ENGINEERING
HO CHI MINH CITY UNIVERSITY OF TECHNOLOGY (HCMUT)
268 Ly Thuong Kiet street, B6 building, Room 108, Ward 14, District 10, Ho Chi
Minh City, Vietnam.
+848-3863-7003
+849-1899-9327
nttbinh@hcmut.edu.vn or nttbinh86@gmail.com (for big attached files)
Conduct the research in detail
Co-researcher – 2
Graduate or Postgraduate student at JSU or Japanese universities under
the G-30 Project
(Research Assistant)
Family Name
Given Name(s)
Gender (Please mark √)
Current Status
Department/Faculty
University
Contact Address
(Office Address)
Male
Master’s
Year…….
Female
Doctoral
Year……
Tel / Fax
Mobile
E-mail Address
Role and
responsibilities
4.3
Co-researcher - 3
Co-researcher from industrial sector
4.3.1
Family Name
Given Name(s)
Gender (Please mark √)
Current Position
Department/Division
Organization
HUYNH
SANH, CONG
Male
√
Deputy
4.3.2
4.3.3
4.3.4
4.3.5
Post Doctoral
Female
Tenox Kyushu VN Co. Ltd.
-2-
Guidelines for Collaborative Research Program
with Industry (CRI)
4.3.6
Contact Address
(Office Address)
243 Hoang van Thu st., Ward 1, Tan Binh District, HCM city
Tel / Fax
Mobile
E-mail Address
Role and
responsibilities
+848-3842 1946 / +848-3842 2197
+849-0280-6925
vtnx_minami@hcm.fpt.vn, or huynh_sanh@yahoo.co.jp,
Provide Base Machine and Equipments for executing soil cement mixing Column
4.4
Co-Researcher -4
Co-researcher from governmental sector, community, non-MIs, other
networks/regions, etc.
4.4.1
Family Name
Given Name(s)
Gender (Please mark √)
Current Status/Position
Department/Faculty
University
Contact Address
(Current Address)
TRAN
THU, ANH
Male
√
Female
Vice director
An Giang Department of Natural Resources & Environment
An Giang province
169 Tran Hung Dao street, Long Xuyen City, An Giang province, Vietnam.
4.3.7
4.4.2
4.4.3
4.4.4
4.4.5
4.4.6
4.4.7
Tel / Fax
Mobile
E-mail Address
Role and
responsibilities
+849-0855-0955
Tathu.dot@gmail.com
Coordinator linking between the research team and An Giang province, provide
all necessary information of research location in An Giang
4.5
Co-Researcher - 5
Other full-time faculty member of JSU or Japanese universities under
the G-30 Project
4.5.1
Family Name
Given Name(s)
Gender (Please mark √)
Current Status/Position
Department/Faculty
University
Contact Address
(Office Address)
Tel / Fax
Mobile
E-mail Address
Role and
responsibilities
OTANI
JUN
Male
√
Female
Professor
Department of Civil and Environmental Engineering
Kumamoto University
Kurokami 2-39-1, Kumamoto 860-8555
4.5.2
4.5.3
4.5.4
4.5.5
4.5.6
4.5.7
+81-96-342-3535
junotani@kumamoto-u.ac.jp
To give advice for the research topic, review all publications resulted from this
project
-3-
Guidelines for Collaborative Research Program
with Industry (CRI)
5
Contents of the Research
Please elaborate the following topics as clearly as possible.
5.1
Research Purpose (incl. Relevance and Justification of the proposed Project)
The Mekong Delta is a 40,000-km2 region in the low stream of the Mekong river in the South of Vietnam.
The Mekong river forms a system of rivers in the whole this area known as the Cuu Long river (Fig. 1). These
rivers provide main system of water way transportation for the Mekong Delta, and now the need of ground
transportation becomes clearly increasing. Many rural roads need to be built to serve local people, especially in
the flood season. There are thirteen provinces in the Mekong Delta, and these provinces are affected by annual
floods by the Mekong river from August to December yearly. The flood causes failures of rural roads and the
local governments have spent high cost to repair these failures every year. Thus, it is needed that effective
techniques to construct rural roads sustain annual flood impact. For this research proposal, An Giang province,
one of thirteen provinces in the Mekong Delta, will be chosen for a field experiment.
Vietnam
Cambodia
An Giang
Tien River
Hau River
Mekong Delta
Figure 1. The Mekong Delta region in the South of Vietnam (Google map)
An Giang province locates at the border between Vietnam and Cambodia in which the Mekong river
reaches the Vietnam land and the Mekong river is divided into to big rivers called Hau river and Tien river. These
rivers form a network of smaller rivers covering the whole province. The network of rivers provides An Giang
people both advantages and disadvantages. One of negative effects of this river network on infrastructure is
annual floods. The flood causes damages for rural roads such as embankment slope erosion and some sections of
a road cut because the embankment of a rural road is often constructed by filling in-place soil (Fig. 2).
-4-
Guidelines for Collaborative Research Program
with Industry (CRI)
Figure 2. Some damages of a rural road due to annual floods in An Giang province
The An Giang rural transportation system is about 3,365 km and there are 1,850 km of rural roads that need
to be constructed as soon as possible. The local people will be great beneficial if this rural road system can be
constructed and in service. However, with the current techniques, it’ll take years to construct 1,850 km rural roads
for An Giang province alone, and the rual roads built using these methods are also costly and less durable,
especially with the annual floods. Therefore, an effective technology that can be applied to contruct rural roads
economically and quickly is crucial for An Giang province and also for other provinces in the Mekong Delta.
The soil-cement mixing technology is a technique mixing the in-situ soil with cement to create a new
material, soi-cement or soilcrete, having better engineering properties than those of the in-situ soil such as higher
strength and lower hydraulic conductivity. The soil-cement deep mixing technology has been widely used in
Vietnam and is providing a new soft ground improvement technique for the domestic market. This technology has
advantages such as use of in-place materials and quick construction. However, the soil-cement shallow mixing
(SCSM) technology has limit application in Vietnam. This technology mixes the in-situ soil of a surface layer
from 0.5 to 1.0 m to produce a new material that can be used as a pavement to serve light weight traffic, e.g.,
trucks less than 2.5 tons. This technology is promising a versatile technology to construct rural roads in the
Mekong Delta due to its fast contruction and the use of in-place soil. Another advantage for this technology is that
quantity cement produced by domestic manuafacturers is redundant in the vietnam market (about 10 million tons
in 2011 according to the Vietnam Cement Association). Thus, this technology is expected to provide local people
a cheap rural road construction.
The motivations of this research are: (1) which technology and materials can be used to build rural roads
agianst the annual floods, to construct easily, to be safe for environment, and to be cheap? (2) How the local
people can apply these techniques to construct rural roads by themselves with minimal training?
To answer these above questions, this project aims at the following goals :
(1) Investigate appropriate cement contents that can mix with in-place soil in An Giang province to create
expected engineering properties of soil-cement product.
(2) Study suitable thickness of soil-cement mixed (soilcrete) as pavement can support light weight traffic, e.g.,
2.5-ton trucks.
(3) Construct a 500-m test section of a 3-3.5-m width rural road in An Giang to validate the soil-cement
shallow mixing technology applied for rural roads in An Giang.
5.2
Expected Output from the proposed research project
Practical applications:
+ The final technical report will describes the soil-cement shallow mixing technology (SCSM) that An Giang
-5-
Guidelines for Collaborative Research Program
with Industry (CRI)
people can use to construct and develop their rural road system by themselves with the least training.
+ A complete 500-m section of 3-3.5-m width rural road will be constructed utilizing the SCSM in An Giang
province which is one of thirteen provinces in the Mekong Delta, Vietnam.
+ Tenox Kyushu VN Co. Ltd. can expanse this result to help local people construct more rural roads in the
whole the Mekong Delta.
+ The people in the Mekong Delta can apply this result to build more rural roads by themselves.
Academic results:
+ 1-2 master students will graduate directly from this project.
+ 1-2 international papers (Journals or conferences)
+ 2-4 domestic papers
+ A patent of the SCSM may be registered.
5.3
Research Plan & Methodology
+ Visiting a site in An Giang and other provinces (if applicable) with co-researchers who come from Japan.
+ Discussing on the research plan in detail with co-researchers, local partners, and Tenox Kyushu VN Co. Ltd.
+ Collecting all existing natural and social data at the research site, and performing some pilot tests and
analysis.
+ Conducting field tests such as geometry survey for geometry data, soil investigation for geological data,
Scour survey, eco-soco survey.
+ Taking soil samples for laboratory tests for appropriate cement contents of expected soilcrete.
+ Visiting Japan for the soil-cement mixing technology at Tokyo Institute of Technology and Kumamoto
University (by a MI’s member)
+ Designing and performing laboratory tests for soil-cement mixing specimens in room conditions that will be
used for a field experiment.
+ Preparing the site area for the field experiment such as site clearance, site offices, construction equipment
gathering at the site, and so on.
+ Constructing 5 100-m sections of a 3-3.5-m width rural road with 5 combinations of cement content,
thicknesses, and mixing procedures.
+ Quality control at the site: sample taking, field testing, and so on.
+ Measuring and monitoring during construction
+ Taking field samples for unconfined compression strength tests and hydraulic conductivity tests and
conducting field tests such as FWD, relative compaction tests, and so on.
+ Analyzing field data.
+ Generating the final report.
+ Preparing a patent application.
+ Preparing papers for submission.
+ Preparing for graduation of master students
5.4
State of Preparation & Readiness (in terms of equipment, facility data/material for the study, etc.)
+ Mixer: DHJ-12 (supported by the Tenox Kyushu VN Co. Ltd.)
+ Rollers (renting in An Giang)
+ Excavators (renting in An Giang)
+ Proctor compaction instruments (available at the Highway Laboratory at the HCMUT)
+ Field compaction instruments (available at the Highway Laboratory at the HCMUT)
+ FWD instrument (renting)
+ Hydraulic conductivity test (renting)
+ Cement (purchased in An Giang and supported by the Tenox Kyushu VN Co. Ltd.).
+ Other consumable materials.
+ Digital camera with built-in camcorder (1) (will be purchased)
+ Laptop (1) (will be purchased)
+ Printer (1) (will be purchased).
5.5 Relevance & justification of budget proposed for this research project
October 2011 to March 2012 (6 months): US$19,085
+ 01 international trip to Japan of a MI’s member, MS. Nguyen, Binh Tang Thanh for 15 days to learn on the
soil-cement mixing technology at Tokyo Institute of Technoogy and Kumamoto University: US$3,025.
+ Domestic trips (12 trips, 2 trips/month for 2 people for 2 days) from Ho Chi Minh City (HCMC) to An Giang
-6-
Guidelines for Collaborative Research Program
with Industry (CRI)
and vice versa: US$2,160. Site visiting, discussions with local partners, collecting data, and field testing.
+ Some office equipment: Camera, laptop, and printer: US$3,900.
+ Other expenses such Stationery (US$1,000), Soil investigation and sampling (US$5,000), Geometry and
scour surveys (US$3,000), Laboratory tests (US$1,000): US$10,000.
April 2012 to March 2013 (12 months): US$30,915 plus US$10,000 (Tenox Kyushu VN Co. Ltd.)
+ Domestic trips (20 trips, 2 trips/month for 2 people for 2 days) from Ho Chi Minh City (HCMC) to An Giang
and vice versa: US$3,600. Site visiting, discussions with local partners, collecting data, field testing, and site
quality control, and so on. US$1,000 for equipement transportation (Tenox).
+ Mixer DHJ-12 (Tenox) US$3,000
+ Other rental equipment (rollers, excavators): US$6,000 .
+ Cement and other consumable materials: US$15,000 plus US$6,000 (Tenox).
+ Manual workers for a field experiment: US$2,315.
+ Quality control (field and laboratory tests: FWD, compaction tests, hydraulic conductivity, unconfined
compression strength tests, and so on): US$4,000.
5.6 Plan for collaboration with Co-investigator and other Co-researchers whose names are listed in this
proposal
1. Professor Masaki Kitazime, Co-Investigator, Tokyo Institute of Technology, an international advisor, will
participate in the project in deep. He will visit a research site, discuss on the research plan in detail, evaluate
testing results and other research outcomes, give instructions, and review the final technical report.
2. Professor Jun Otani, Co-Researcher-5, Kumamoto University, an international advisor, will take part in this
research in deep parallel to the JICA-SUPREM B3-01 project in Vietnam. He also will visit the research site,
discuss with the research team and local partners on the research plan, give instructions, discuss and evaluate
research results, and review the final report.
3. MS. Binh T.T. Nguyen, Co-Researcher-1, HCMUT, a research assistant, will conduct all activities of this
project under supervision of the Principal-Investigator.
4. Mr. Sanh Cong Huynh, Co-Reseacher-3, Tenox Kyushu VN Co. Ltd., industry sector, will conduct a field
experiment in An Giang province, a 500-m section of a 3-3.5-m rural roads, with a contribution of at least 20%
counter budget to this project.
5. Mr. Thu Anh Tran, Co-Researcher-4, An Giang Department of Natural Resources and Environment,
Government sector, a representative of An Giang People’s Committee who will participate in this project in deep.
He will work closely with the research team as a coordinator.
5.7 Please list up the other kinds of collaboration / contribution from the counter budget’s sponsor (e.g.
materials, human resources, facilities, etc.)
Tenox Kyushu VN Co. Ltd.:
+ Equipment: a mixer DHJ-12 for cement mixing with in-situ soil.
+ Consumable materials (cement and other materials) approximately 40% needs for a field test.
+ Transportations for transferring the equipment to the site and vice versa.
+ Workers will work with their equipment.
An Giang province:
+ The site preparation: clearance, site workplaces
+ Some construction equipment.
+ Other activities supporting for the project.
5.8 Prior on-going research activities /outputs related to the proposed research project
1. Sliding and overall instability of embankments on soft soil along riverbanks in An Giang Province – from July
2010 to August 2011 by the JICA-SUPREM (B2-02) (Completed).
Results:
+ 2 master students graduated
+ 2 international conference papers
+ 4 domestic papers
+ A summary of key factors causing sliding of highway embankments along riverbanks on soft ground in An
Giang.
+ A system of stabilization method to treat sliding of highway embankments along riverbanks on soft ground in
An Giang.
2. Sliding and overall instability of embankments along riverbanks and on soft ground in An Giang province:
-7-
Guidelines for Collaborative Research Program
with Industry (CRI)
Field experimental study (the second stage) – from July 2011 to August 2012 by the JICA-SUPREM B3-01
project. From August 2011 to July 2012. (in progress)
Results expected:
+ A stabilization method validated by a field experiment.
+ A sliding automatic remote warning system will be tested and propose a massive warning system can be
installed for the whole An Giang province.
5.9 Research budget granted for prior on-going research activities related to the proposed research project.
1. US$25,000 - Sliding and overall instability of embankments on soft soil along riverbanks in An Giang
Province – from July 2010 to August 2011 by the JICA-SUPREM (B2-02) (Completed).
2. US$26,000 - Sliding and overall instability of embankments along riverbanks and on soft ground in An Giang
province: Field experimental study (the second stage) – from July 2011 to August 2012 by the JICA-SUPREM
(B3-01) (Approved).
3. US$50,000 – Jet Grouting technology applied in Vietnam – from September 2011 to September 2012 by
Vietnam Central Government (Approved).
4. US$75,000 – Sliding of structures along riverbanks in Ho Chi Minh City – from January 2012 to December
2013 by Ho Chi Minh City People’s Committee (under reviewing).
5. US$80,000 – Enhancement of effectiveness of prefabricated vertical drains for soft ground improvement in the
South of Vietnam from March 2012 to December 2014 by Vietnam National University - Ho Chi Minh City
(under reviewing).
6. US$112,000 - A stabilization method for a rural road along a river at My Hung, My Phu ward, Chau Phu
district, An Giang province applying the findings of the JICA-SUPREM B2-02 project from April 2012 to March
2013 funded by the Grassroot Grant Project (GGP) by Japan Ministry of Foreign Affairs (preparing an
application)
6 Budget Proposal
6.1 Budget Plan for the whole project period
Please fill in the budget figure for the whole period of 1 October 2011 – 10 March 2013
Please note that items such as ‘or ‘contingency’ are not supported by the AUN/SEED-Net Project. Breakdown of
all items must be provided in the following breakdown sheets.
Budget Item
Contribution to be requested
Counter budget
from AUN/SEED-Net
(at least 20% of total budget)
for the whole project period
6.1.1
a
b
c
d
International Travel Expenses*
Airfare
Daily allowance
Accommodation
Insurance
Sub-total (US$) = 3,025
1,200
375
1,400
50
Sub-total (US$) =
6.1.2
a
b
c
Domestic Travel Expenses*
Transportation
Daily Allowance
Accommodation
Sub-total (US$) = 5,760
960
3,200
1,600
Sub-total (US$) = 1,000
1,000
6.1.3
a
b
Research Expenses
Equipment & spare parts**
Consumables (cement & other
materials)
Commissioned Work
Others – (Please specify)
Sub-total (US$) = 41,215
3,900
15,500
Sub-total (US$) = 9,000
3,000
6,000
c
d
Grand Total (US$)
2,815
20,000
50,000
10,000
(*) Sub-total for all trips (international & domestic) must not exceed 25% of total budget
(**) Sub-total for equipment & spare parts must not exceed 50% of total budget
6.2 Budget Details for Japanese Fiscal Year 2011
-8-
Guidelines for Collaborative Research Program
with Industry (CRI)
Please fill in the budget figure only for the period of 1 October 2011 – 15 March 2012
Please note that items such as ‘or ‘contingency’ are not supported by the AUN/SEED-Net Project. Breakdown of
all items must be provided in the following breakdown sheets.
Budget Item
Contribution to be requested
Counter Budget
from AUN/SEED-Net
for JFY 2011
6.2.1
a
b
c
D
International Travel Expenses
Airfare
Daily allowance
Accommodation
Insurance
Sub-total (US$) = 3,025
1,200
375
1,400
50
Sub-total (US$) =
6.2.2
a
b
c
Domestic Travel Expenses
Transportation
Daily Allowance
Accommodation
Sub-total (US$) = 2,160
360
1,200
600
Sub-total (US$) =
6.2.3
a
b
c
d
Research Expenses
Equipment & spare parts
Consumables
Commissioned Work
Others – (Please specify)
Sub-total (US$) = 13,900
3,900
Sub-total (US$) =
10,000
Total for JFY 2011 (US$)
19,085
Maximum rate for the trip allowance under the AUN/SEED-Net project
From June 2003
(Unit=US$)
Class
Singapore
Other ASEAN countries
Remark
Daily allowance Accommodation Daily allowance Accommodation
7
1
45
130
30
90
Professor
Associate Professor
2
35
120
25
80
Assistant Professor
Lecturer
3
---
100
---
70
Student
Breakdown Sheet of Cost Estimates for JFY 2011
Please fill in the budget figure for the period of 1 October 2011 – 15 March 2012
7.1 TRIP EXPENSES (US$) - Less than 25% of total budget
TRIP # 1
1. NGUYEN, BINH
Name of Trip
Destination:
TANG THANH
Member (s):
2.
Trip Purpose (s) :
ITEM
From: VIETNAM
To:
JAPAN
1) International 
2) Domestic
(Please select one)
For research activity only. Conference participation related items cannot be
supported.
Learn soil-cement mixing technology in Japan at Tokyo Institute of Technology
and Kumamoto Univerisity
Cost per unit
Quantity
-9-
Period of stay
Sub-Total (USD)
Guidelines for Collaborative Research Program
with Industry (CRI)
(Day/Night)
a. Airfare
b. Accommodation
 Principal Investigator,
Co-researcher or student
from MI
c. Daily Allowance
d. Insurance
1,200
1
1,000
100
1
15/14
1,400
25
1
15
375
50
1
15
50
3,025
Sub-total
TRIP # 2
Name of Trip
Member (s):
Trip Purpose (s):
1. TRAN-NGUYEN,
HOANG-HUNG
2. NGUYEN, BINH
TANG THANH
From: HO CHI MINH CITY
To: AN GIANG
1) International
2) Domestic

(Please select one)
Destination:
For research activity only. Conference participation related items cannot be
supported.
Site visiting, collecting site data, field experiments, discussion with local partners
ITEM
Cost per unit
Quantity
Period of stay
(Day/Night)
Sub-Total (USD)
a. Ground transportation
15
12
b. Accommodation
 Principal Investigator,
Co-researcher or student
from MI
25
2
12
600
c. Daily Allowance
25
2
24
1,200
360
2,160
Sub-total
7.2
a.
RESEARCH EXPENSES (US$)
Equipment & spare Item
parts
Digital camera with built-in
camcorder
Laptop
Printer
Unit (less than
US$3,000)
850
Quantity
Amount
1
850
2200
850
1
1
2,200
850
Sub-total
b.
Consumables
3,900
Title
Unit
Quantity
Amount
Sub-total
c.
Commissioned work
Unit Cost
Job Detailｓ
Days or
month
Amount
Sub-total
d.
Others
(please specify)
Items
Stationery
Unit
1,000
- 10 -
Quantity
1
Amount
1,000
Guidelines for Collaborative Research Program
with Industry (CRI)
Soil investigation
and sampling
Geometry and scour
surveys
5,000
1
5,000
3,000
1
3,000
Laboratory tests
1,000
1
1,000
Sub-total
8
10,000
Budget Plan for Japanese Fiscal Year 2012
Please fill in the budget figure for the whole period of 1 April 2012 – 10 March 2013
Please note that items such as ‘or ‘contingency’ are not supported by the AUN/SEED-Net Project.
Breakdown estimation for Japanese Fiscal Year 2012 shall be submitted upon request by AUN/SEED-Net.
Budget Item
Contribution to be requested
from AUN/SEED-Net
for JFY 2012
Counter budget
8.1
a
b
c
International Travel Expenses*
Airfare
Daily allowance
Accommodation
Sub-total (US$) =
Sub-total (US$) =
8.2
a
b
c
Domestic Travel Expenses*
Transportation
Daily Allowance
Accommodation
Sub-total (US$) = 3,600
600
2,000
1,000
Sub-total (US$) = 1,000
1,000
8.3
a
b
Research Expenses
Equipment & spare parts**
Consumables (cement & other
materials)
Commissioned Work (manual
workers)
Others – (Please specify)
Sub-total (US$) = 27,315
Sub-total (US$) = 9,000
3,000
6,000
c
d
Total (US$)
9
No
1
1
2
2
15,000
2,315
10,000
30,915
10,000
Invitation Plan for Co-investigator and/or Co-researchers (professors, graduate/postgraduate
students) from JSUs or Japanese universities under the Global 30 Project
Max. 8 trips for the whole research period.
Name
University Destination Contact person at Dispatch
Purpose
MI(s)
Destination MI(s) Period
Masaki Kitazume
Tokyo
HCMUT
Hoang-Hung Tran- November 6- Site visiting
Institute of
Nguyen
12th, 2011
and
Technology
discussion in
(TIT)
detail on the
research plan
Jun Otani
Kumamoto HCMUT
Hoang-Hung Tran- November 6- Site visiting
University
Nguyen
12th, 2011
and
discussion in
detail on the
research plan
Masaki Kitazume
Tokyo
HCMUT
Hoang-Hung Tran- May 6-12th,
Site visiting
Institute of
Nguyen
2012
for a field
Technology
experiment,
(TIT)
and
discussion
on field
construction
Jun Otani
Kumamoto HCMUT
Hoang-Hung Tran- May 6-12th,
Site visiting
- 11 -
Guidelines for Collaborative Research Program
with Industry (CRI)
University
Nguyen
2012
3
Masaki Kitazume
Tokyo
Institute of
Technology
(TIT)
HCMUT
Hoang-Hung TranNguyen
August 1925th, 2012
3
Jun Otani
Kumamoto
University
HCMUT
Hoang-Hung TranNguyen
August 1925th, 2012
10
Document Checklist : Compulsory
for a field
experiment,
and
discussion
on field
construction
Discussion
on field data,
site visiting,
and final
report
Discussion
on field data,
site visiting,
and final
report
Please check (√) that your application is complete and that you have enclosed all documents listed below. These
documents are compulsory and please note that AUN/SEED-Net will NOT consider any application with
incomplete documents. You may also attach other supporting document that can reinforce your application.
10.1 
This application, completed with photo & signature
10.2 
Cover letter signed by the Dean or the Representative of Member Institution where you belong to
10.3 
10.4 
Letter, e-mail, or any evidence showing the commitment of Co-Investigator in Japan
10.5 
10.6 
CV of the applicant (Principal Investigator)
10.7 
CV of other Co-researchers (if any mentioned in the Application No. 4 – Person(s) involved)
10.8
Others (please specify)
Letter from industry certifying collaboration and counter budget of at least 20% of total budget
CV of the Co-Investigator in Japan
- 12 -
Guidelines for Collaborative Research Program
with Industry (CRI)
- 13 -
Guidelines for Collaborative Research Program
with Industry (CRI)
ATTACHMENT
Format of the Curriculum Vitae- HOANG-HUNG TRAN-NGUYEN – Principal Investigator
1. Personal Data
HOANG-HUNG TRAN-NGUYEN
FEB. 15Th, 1970 / BEN TRE
Nationality: VIETNAM
Gender MALE
Department, faculty, university
BRIDGE & HIGHWAY ENGINEERING, CIVIL ENGINEERING, HCMUT
Title of position held
Address
ASSISTANT PROFESSOR
268 Ly Thuong Kiet street, B6 bldg., Rm. 108,
Ward 14, District 10, Ho Chi Minh City,
Vietnam.
Tel. +848-3863-7003 Fax. +848-3865-0714 E-mail: tnhhung@hcmut.edu.vn or
tnhhung@gmail.com
2. Educational Qualifications
2-1. Academic Qualification (Repeat as necessary)
Degree: Doctor of Philosophy
Year: 2010
Field: SOFT GROUND IMPROVEMENT - CIVIL ENGINEERING
Thesis Title:
EFFECT OF DEFORMATION OF PREFABRICATED VERTICAL DRAINS (PVD) ON
DISCHARGE CAPACITY, AND THE CHARACTERISTICS OF PVD SMEAR ZONE
Name of Institution:
UNIVERSITY OF WISCONSIN-MADISON – U.S.A.
Degree: Master of Science
Year: 1998
Field: SOFT GROUND IMPROVEMENT - CIVIL ENGINEERING
Thesis Title:
RESEARCH THE OVERALL STABILITY METHODS FOR ABUTMENTS AND SIMILAR
STRUCTURES ON SOFT GROUND IN VIETNAM
Name of Institution:
HO CHI MINH CITY UNIVERSITY OF TECHNOLOGY, VIETNAM.
Degree: BACHELOR
Year: 1994
Field: CIVIL ENGINEERING
Thesis Title:
DESIGN KY HA BRIDGE AND NGUYEN VAN LINH BOULEVARD ON SOFT GROUND;
SPECIAL TOPIC, RESEARCH ON DRIVE PILE UNDER LATERAL FORCES
Name of Institution:
HO CHI MINH CITY UNIVERSITY OF TECHNOLOGY, VIETNAM.
2-2. Research Experience
Number of years of experience in the field related to the project:
17
Field of specialization:
BRIDGE & HIGHWAY ENGINEERING, SOFT GROUND IMPROVEMENT TECHNIQUES,
GEOTECHNICAL ENGINEERING.
2-3. Research Achievements
- 14 -
Guidelines for Collaborative Research Program
with Industry (CRI)
List of Major Publications within 5 years:
Name
Achievement
Hoang-Hung Tran-Nguyen
Effect of Characteristics of Soilcrete by Jet Grouting on
and Binh Tang Thanh Nguyen Surface Settlement during Construction of the Metro No. 1
using Tunnel Boring Machine (TBM) in Ho Chi Minh City
(HCMC), IS-Hokkaido 2012, September 10-12th, 2012,
Hokkaido, Japan. (Abstract accepted by Sept. 12th, 2011)
Hoang-Hung Tran-Nguyen,
A field experimental study on a stabilization method to
Du Ngoc Nguyen, and Viet
stabilize the border landmark #246 of the Vietnam-Cambodia
Xuan Le
border on the Binh Di riverbank, IS-Hokkaido 2012,
September 10-12th, 2012, Hokkaido, Japan. (Abstract
accepted by Sept. 12th, 2011)
Hoang-Hung Tran-Nguyen
Research on Sliding of highway embankments along the
and Viet Xuan Le
riverbank on soft ground at km 88 + 937 in Binh My, Chau
Phu, An Giang, The 12th Conference on Science and
Technology, October 26-28th, 2011, Ho Chi Minh City
University of Technology (Accepted)
Hoang-Hung Tran-Nguyen
Failures of highway embankments along the Hau Riverbank,
and Viet Xuan Le
International conference on Geotechnics for sustainable
development, October 6-7th, 2011, Hanoi, Vietnam.
(Accepted)
Hoang-Hung Tran-Nguyen,
Sliding of highway embankments along riverbanks on soft
Viet X. Le, Hoang H. Tran,
ground: A case study, The fifth International Symposium on
and Cuong V.H. Nguyen
Deformation Characteristics of Geomaterials, IS_Seoul 2011,
Sept. 1st–3rd, 2011, Seoul, South Korea, Vol. 2, pp. 12821287.
Tran Nguyen Hoang Hung
Evaluation of potential applications of Jet Grouting
technology effectively applied for Vietnam, Transport and
Communications Journal, Vol. 9/2011.
Nguyen Xuan Viet and Tran
Sliding of Highway Embankments along Riverbanks on Soft
Nguyen Hoang Hung
Ground in Nhon Hoi, An Phu, An Giang, Journal of
Construction Technology, Vol. 9/2011.
Nguyen Xuan Viet and Tran
Remedial methods for the sliding at km 88 + 937 on the
Nguyen Hoang Hung
highway No. 91 in Binh My, An Giang, Transport and
Communications Journal, Vol. 7/2011, pp. 12-14, 36.
Nguyen Xuan Viet and Tran
Sliding of embankments along the Hau riverbank on soft
Nguyen Hoang Hung
clay at National highway No.91 Binh My An Giang,
Transport and Communications Journal, Vol. 6/2011, pp. 1517
Hoang-Hung Tran-Nguyen,
The Characteristics of PVD smear zone, Advanced in
Tuncer B. Edil
Geotechnical Engineering Intl. Conference, Geo-Frontiers
2011, March 2011,Dallas, Texas, USA, pp. 748-757.
Hoang-HungTran-Nguyen,
Effect of deformation of prefabricated vertical drains (PVD)
Tuncer B. Edil,
on discharge capacity, Journal of Geosynthetics International,
James A. Schneider
Vol. 17, No. 6, pp. 431-442 (USA).
Tran Nguyen Hoang Hung
Research the stability of approach embankment and abutment
on soft ground in Mekong Delta, Proceedings of the 4th
Youth Conference on Science and Technology, June 30,
2003, pp.192-198, Vietnam
Le Van Nam,
The solution for abutments and piers on soft ground applied
Tran Nguyen Hoang Hung
to rural transportation of Mekong Delta, Proceedings of the
8th Conference on Science and Technology, 25-26 April,
2002, pp. 21-27, Vietnam
Tran Nguyen Hoang Hung
Research the overall stability methods for abutments and
similar structures on soft ground in Vietnam, Proceedings of
the 7th Conference on Science and Technology, 22-23 April,
1999, pp. 75-79, Vietnam
- 15 -
Guidelines for Collaborative Research Program
with Industry (CRI)
Le Van Nam,
Tran Nguyen Hoang Hung
Tran Nguyen Hoang Hung,
Le Van Nam
Solutions for abutments and bridge piers on soft ground
for rural transportation in Mekong Delta, Vietnam, A
research proposal approved by Ministry of Education and
Training for one year 2002-2003
“Fundamentals of Highway Bridges design”, a textbook
for the department published at the HCMUT, 2003.
Other relevant information:
Teaching activities at the HCMUT:
1. Highway Embankments on Soft Ground.
2. Highway Embankment Failures and Stabilization methods.
Format of the Curriculum Vitae – Prof. MASAKI KITAZUME – Co-Investigator
1. Personal Data
Masaki KITAZUME
Nov. 15, 1956
Nationality: JAPAN
Gender MALE
Department, faculty, university
DEPARTMENT OF CIVIL ENGINEERING, TOKYO INSTITUTE OF TECHNOLOGY
Title of position held
Address
PROFESSOR
2-12-1-M1-9 Ookayama, Meguro-ku, Tokyo
152-8552 Japan
Tel. +81 3 5734 2798 Fax. +81 3 5734 3577 E-mail: kitazume@cv.titech.ac.jp
2. Educational Qualifications
2-1. Academic Qualification (Repeat as necessary)
Degree: Doctor of Engineering
Year: 1994
Field: Ground Improvement
Thesis Title:
MODEL AND ANALYTICAL STUDIES ON STABILITY OF IMPROVED GROUND BY
DEEP MIXING METHOD
Name of Institution:
TOKYO INSTITUTE OF TECHNOLOGY
Degree: Master of Engineering
Year: 1981
Field: Civil engineering
Thesis Title:
BEARING CAPACITY OF NORMALLY CONSOLIDATED SOFT CLAY
Name of Institution:
TOKYO INSTITUTE OF TECHNOLOGY
- 16 -
Guidelines for Collaborative Research Program
with Industry (CRI)
Degree: Bachelor of Engineering
Year: 1979
Field: Civil engineering
Thesis Title:
MODEL TESTS ON BEARING CAPACITY OF NORMALLY CONSOLIDATED SOFT
CLAY
Name of Institution:
TOKYO INSTITUTE OF TECHNOLOGY
2-2. Research Experience
Number of years of experience in the field related to the project:
13
Field of specialization:
STUDIES ON BEARING CAPACITY OF SAND AND CLAY GROUNDS, LATERAL
RESISTANCE OF PILE FOUNDATION AND GROUND IMPROVEMENT TECHNIQUES IN
CENTRIFUGE MODEL TESTING
Number of years of experience in the field related to the project:
30
STUDIES ON DESIGN, EXECUTION AND QUALITY CONTROL AND ASSURANCE OF
GROUND IMPROVEMENT TECHNIQUES
2-3. Research Achievements
- 17 -
Guidelines for Collaborative Research Program
with Industry (CRI)
List of Major Publications within 5 years:
Name
Achievement
Terashi, M. and Kitazume, M. QA/QC for deep-mixed ground: current practice and future
research needs, Ground Improvement, Vol.164, Issue GI3,
2011.8, pp.161-177.
Kitazume, M. and Maruyama, Centrifuge model tests on DM improved ground with surface
K.
improvement layer, Proc. of the 14th Asian Regional
Conference on Soil Mechanics and Foundation Engineering,
2011.5, CD-ROM.
Khan, M. R. A., Hayano, K.
Behavior of sheet pile quay wall stabilized by sea-side
and Kitazume, M.
ground improvement in dynamic centrifuge tests, SOILS
AND FOUNDATIONS, Vol. 49, No. 2, 2009.4, pp.563-575.
Khan, M. R. A., Hayano, K.
Investigation on static stability of sheet pile quay wall
and Kitazume, M.
improved by cement treated sea-side ground from centrifuge
model tests, SOILS AND FOUNDATIONS, Vol. 48, No. 4,
2008.8, pp.563-575.
Kitazume, M. and Hayano,
Strength properties and variance of cement-treated ground
K.,
using the pneumatic flow mixing method, Journal of Ground
Improvement, Vol. 11, No. 1, 2007.1, pp.21-26.
Kitazume, M. and Maruyama, Internal stability of group column type deep mixing improved
K.
ground under embankment loading, SOILS AND
FOUNDATIONS, Vol. 47, No. 3, 2007.6, pp.437-455.
Kitazume, M. and Maruyama, External stability of group column type deep mixing
K.
improved ground under embankment loading, SOILS AND
FOUNDATIONS, Vol. 46, No. 3, 2006.6, pp.323-340.
Takahashi, H., Kitazume, M., Evaluating the saturation of model ground by p-wave
Ishibashi, S. and Yamawaki,
velocity and modeling of models for a liquefaction study,
S.
International Journal of Physical Modelling in Geotechnics,
Vol. 6, Issue 1, 2006.3, pp.13-25.
Other relevant information:
Format of the Curriculum Vitae – BINH T.T. NGUYEN – Co-Researcher-1
1. Personal Data
NGUYEN, BINH TANG - THANH
FEB. 20Th, 1986 / DONG THAP
Nationality: VIETNAM
Gender MALE
Department, faculty, university
BRIDGE & HIGHWAY ENGINEERING, CIVIL ENGINEERING, HCMUT
Title of position held
Address
LECTURER
268 Ly Thuong Kiet street, B6 bldg., Rm. 108,
Ward 14, District 10, Ho Chi Minh City,
Vietnam.
Tel. +848-3863-7003 Fax.
E-mail: nttbinh@hcmut.edu.vn or
nttbinh86@gmail.com
2. Educational Qualifications
2-1. Academic Qualification (Repeat as necessary)
- 18 -
Guidelines for Collaborative Research Program
with Industry (CRI)
Degree: Master of Science
Year: 2011
Field: TUNNELLING IN SOFT GROUND - CIVIL ENGINEERING
Thesis Title:
EFFECT OF CHARACTERISTICS OF SOILCRETE CREATED BY JET GROUTING ON
SURFACE SETTLEMENT DURING CONSTRUCTION OF THE METRO No. 1 USING
TUNNEL BORING MACHINE (TBM) IN HO CHI MINH CITY (HCMC)
Name of Institution:
HOCHIMINH CITY UNIVERSITY OF TECHNOLOGY - VIETNAM.
Degree: BACHELOR
Year: 2009
Field: CIVIL ENGINEERING
Thesis Title:
DESIGNING AN EXTRADOSED BRIDGE
Name of Institution:
HO CHI MINH CITY UNIVERSITY OF TECHNOLOGY, VIETNAM.
2-2. Research Experience
Number of years of experience in the field related to the project:
3
Field of specialization:
BRIDGE & HIGHWAY ENGINEERING, SURFACE SETTLEMENT DUE TO SHIELD
TUNNELLING , TUNNEL ENGINEERING.
2-3. Research Achievements
List of Major Publications within 5 years:
Name
Achievement
Hoang-Hung Tran-Nguyen
Effect of Characteristics of Soilcrete by Jet Grouting on
and Binh Tang Thanh Nguyen Surface Settlement during Construction of the Metro No. 1
using Tunnel Boring Machine (TBM) in Ho Chi Minh City
(HCMC), IS-Hokkaido 2012, September 10-12th, 2012,
Hokkaido, Japan. (Abstract accepted by Sept. 12th, 2011)
Other relevant information:
Teaching activities at the HCMUT:
1. Design steel bridge and concrete bridge.
Research activities:
Participating in the JICA-SUPREM B2-02 project, Sliding of highway embankments along
riverbanks on soft ground in An Giang Vietnam.
Format of the Curriculum Vitae – THU ANH TRAN – Co-Researcher-3
1. Personal Data
TRAN, THU ANH
JAN. 19th, 1967 /
Nationality: VIETNAM
Gender MALE
Department, faculty, university
AN GIANG DEPARTMENT OF NATURAL RESOURCES & ENVIRONMENT
Title of position held
Address
VICE DIRECTOR
169 TRAN HUNG DAO STREET, LONG
XUYEN CITY, AN GIANG PROVINCE,
- 19 -
Guidelines for Collaborative Research Program
with Industry (CRI)
Tel. +849-0855-0955
Fax.
Vietnam.
E-mail: tathu.dot@gmail.com
2. Educational Qualifications
2-1. Academic Qualification (Repeat as necessary)
Degree: Doctor of Philosophy Candidate
Year: 2011 (in progress)
Field: ENVIRONMENT ENGINEERING
Thesis Title:
Name of Institution:
CAN THO UNIVERSITY, VIETNAM.
Degree: Master of Science
Year: 2009
Field: SOIL SCIENCE
Thesis Title:
Name of Institution:
CAN THO UNIVERSITY, VIETNAM.
Degree: BACHELOR
Year: 1990
Field: GEOLOGY
Thesis Title:
Name of Institution:
HO CHI MINH NATURAL SCIENCE UNIVERSITY, VIETNAM.
2-2. Research Experience
Number of years of experience in the field related to the project:
3
Field of specialization:
2-3. Research Achievements
List of Major Publications within 5 years:
Name
Achievement
Tran Anh Thu
ICLD Sweden: Development of Waste to Bioenergy for
substainable development for rural in Mekong delta, “20102011
Tran Anh Thu
EEP Mekong: Rice husk treatment for Bioenergy in An
Giang, 2009-2010
Tran Anh Thu
Erosion and slide of river Bank in Mekong river in An Giang
province. (in progress)
Other relevant information:
- 20 -
Guidelines for Collaborative Research Program
with Industry (CRI)
Format of the Curriculum Vitae – SANH CONG HUYNH – Co-Researcher-4
1. Personal Data
HUYNH, SANH CONG
JAN. 19th, 1967 /
Nationality: U.S.A.
Gender MALE
Department, faculty, university
TENOX KYUSHU VN CO. LTD.
Title of position held
Address
VICE DIRECTOR
243 HOANG VAN THU STREET, WARD 1,
TAN BINH DISTRICT, HCM CITY,
Vietnam.
Tel. +848-3842 1946 FAX: +848-3842 2197
E-mail: vtnx_minami@hcm.fpt.vn, or
huynh_sanh@yahoo.co.jp
2. Educational Qualifications
2-1. Academic Qualification (Repeat as necessary)
Degree: Master of Science
Year: 1986
Field: ELECTRO-MECHANICS
Thesis Title:
Name of Institution:
TOKYO METROPOLITAN UNIVERSITY, JAPAN.
Degree: BACHELOR
Year: 1973
Field: SCIENCE IN MECHANICS
Thesis Title:
Name of Institution:
PHU THO UNIVERSITY OF TECHNOLOGY, VIET NAM.
2-2. Research Experience
Number of years of experience in the field related to the project:
4
Field of specialization:
2-3. Research Achievements
List of Major Publications within 5 years:
Other relevant information:
- Studied the Technology of basement, Foundation Construction.
- Supported over-sea sales activity in Vietnam.
- Managed the processing of patent application formalities.
- Conducted physical experiments for “Developing the Mekong area” project that established in
1971 by the USA government.
Format of the Curriculum Vitae – Prof. JUN OTANI – Co-Researcher-5
1. Personal Data
JUN OTANI
JULY 2nd, 1957
- 21 -
Guidelines for Collaborative Research Program
with Industry (CRI)
Nationality: JAPAN
Gender MALE
Department, faculty, university
CIVIL AND ENVIRONMENTAL ENGINEERING, KUMAMOTO UNIVERSITY
Title of position held
Address
PROFESSOR
Kurokami 2-39-1, Kumamoto 860-8555
Tel. +81-96-342-3535 Fax. +81-96-342-3535 E-mail: junotani@kumamoto-u.ac.jp
2. Educational Qualifications
2-1. Academic Qualification (Repeat as necessary)
Degree: Doctor of Philosophy
Year: 1990
Field: GEOTECHNICAL ENGINEERING
Thesis Title:
NONLINEAR PILE GROUP MODEL FOR TRANSIENT DYNAMIC RESPONSE ANALYSIS
Name of Institution:
UNIVERSITY OF HOUSTON, USA
Degree: Master of Engineering
Year: 1983
Field: GEOTECHNICAL ENGINEERING
Thesis Title:
STUDY ON MODELING OF BAVKFACEOF THE WALL ON EARTH PRESSURE
PROBLEM BY FINITE ELEMENT METHOD
Name of Institution:
NAGOYA UNIVERSITY, JAPAN
Degree: BACHELOR
Year: 1981
Field: CIVIL ENGINEERING
Thesis Title:
DYNAMIC RESPONSE OF THE PLATE ON THE GROUND
Name of Institution:
MIYAZAKI UNIVERSITY, JAPAN
2-2. Research Experience
1. Research fellow at Scripps Institution of Oceanography, University California San Diego in
1987 (10 months).
2. Research Associate at Kyushu University, Japan from 1987 to 1993
3. Associate Professor of Kumamoto University, Japan from 1993 to 2001.
4. Professor of Soil Mechanics and Geotechnical Engineering at Kumamoto University from
2001
5. Director of X-earth Center at Kumamoto University, from 2011
Field of specialization:
Soil Dynamics, Deep Foundations, Earth Reinforcement, Soil Improvement, Application of Xray CT scanner in Engineering
2-3. Research Achievements
- 22 -
Guidelines for Collaborative Research Program
with Industry (CRI)
List of Major Publications within 5 years:
Name
Achievement
Bastien Chevalier and Jun
Arching observation in three-dimensional trapdoor problem
Otani
with X-ray CT and discrete element method. Soils and
Foundations, Vol.51, No.3, 459-469, 2011
Daiki Takano, Jun Otani,
Evaluation of reinforcing effect on facebolts for tunneling
Kensuke Date, Yasuhiko
using X-ray CT and centrifuge model test, Journal of the
Yokota and Hideki Nagatani
Japan Society of Civil Engineers, Division C, Vol.67, No.1,
107-118, 2011 (in Japanese)
Jun Otani, Bastien Chevalier
ntroduction of X-ray CT application on geotechnical
and Yoichi Watanabe
engineering -theory and practice-
J.Otani, S.Shimada,
Y.Tsutsumi, H.Hazarika,
and Y.Kikuchi
T. Mukunoki, N.Kumamo,
J.Otani and R.Kuwano
D.Takano, J.Otani,
T.Mukunoki, K.Date, and
Y.Yokota
Y.Watanabe, J.Otani, N.Lenoir,
D.Takano, and T.Mukunoki
Yoshio Mitarai, Yoshiaki
Kikuchi, Kazuya Yasuhara,
Jun Otani and Takeshi
Nagatome
Shinji Taenaka, Jun Otani and
Takahiro Sato
Jun Otani, Yoshihisa Miyata
and Toshifumi Mukunoki
Material Science and Engineering, 10 012089, IOP
Conf. Series (invited lecture), 2010
Investigation of direct shear behavior on tire chips using
X-ray CT
Proceedings of 9th International Conference on
Geosynthetics, Brazil, 639-642, 2010
Visualizaiton of three dimensional failure in sand due to
water inflow and soil drainage from defective
underground pipe using X-ray CT, Soils and
Foundations, Vol.49, No.6, 959-968, 2009
Reinforcing effect of face bolts for tunneling –
Application of X-ray CT and centrifuge testProceedings of the 17th International Conference on Soil
Mechanics and Geotechnical Engineering, Alexandria,
Egypt, 2469-2471, 2009
Visualization of strain fields in sand under triaxial compression,
Theoretical and Applied Mechanics Japan, Vol.57, pp.119-124,
2008
The Ductility of cement treated clay with added scrape tire
chips and the change of its permeability under shear
deformation, Journal of the Japan Society of Civil Engineers,
Division C, Vol.64, No.2, 181-196, 2008 (in Japanese)
Characterization of vertical bearing capacity of sheet-piles,
Journal of the Japan Society of Civil Engineers, Division C,
Vol.63, No.1, 285-298, 2007 (in Japanese)
New horizons in Earth Reinforcement, Editors, Balkema
publishers, 2007
- 23 -
Guidelines for Collaborative Research Program
with Industry (CRI)