Undergraduate Research Project
UG-RG-21
Analysis of Mechanical Properties of Porous Concrete and Its
Design Parameters
Pavithran P., Dulanjana K.P.S. and D.N Subramaniam
Department of Civil Engineering, Faculty of Engineering, University of Jaffna.
Corresponding author’s email: 2017e079@eng.jfn.ac.lk
Corresponding author’s Ph. No.: +94-765853401
Workability of
SCC SF & VF
SCC
Prediction
Mortar film
thickness δmortar
Rheological characteristics
of mortar τmortar & ηmortar
Gravel
Mortar
Rheological characteristics
of paste τpaste & ηpaste
Sand
Paste
Vw/Vp + sp%
Mini-slump flow test of paste
Keywords: Minimum fives
This document is a template for preparing four pages extended abstract as using Microsoft Word. This
document should include one page graphical abstract as shown above and three pages should contain
introduction, methodology, results/ discussion, conclusion, acknowledgement and reference. Left
margin of the document should be 2.5 cm and other sides margins should be 2.0 cm. The styles and
formats have been incorporated into the structure of this document. Font should be Times New Roman
with the font size of 12 and line spacing of 1.15. In the graphical abstract Times New Roman should
be used with appropriate font size (preferable font size is 10)
Department of Civil Engineering
Faculty of Engineering
Page 1
Undergraduate Research Project
UG-RG-21
1. Introduction
This section should present the scope, objective and problem definition of the research, briefly
review the relevant literature, provide a summary of the main results of the work.
2. Methodology
The methodology must be clearly stated and described in sufficient detail or with sufficient
references.
3. Results
Results of the work should be displayed but explicit details are not expected due to piracy
consumption. Supporting figures, tables and images of the results (no more than one figure and
one table) may be included in the extended abstract.
4. Conclusion
Conclusions should include the principles and generalizations inferred from the results, any
exceptions to, or problems with these principles and generalizations, conclusions drawn and
recommendations.
Acknowledgement
Extended Abstracts in format for publication should be submitted by email as directed on the
symposium website before the deadline. The maximum size of the file is 4 MB.
References
(Should be in Harvard style)
1.
Uzzaman, A., Lim, J.B.P., Nash, D., Rhodes, J. and Young, B. (2011), Web crippling behavior
of cold-formed steel channel sections with offset web holes subjected to interior-two-flange
loading, Thin-Walled Structures, Vol. 50, pp.76-86.
Department of Civil Engineering
Faculty of Engineering
Page 2
Undergraduate Research Project
UG-RG-21
Department of Civil Engineering
Faculty of Engineering
Page 3