International
Journal of Civil Engineering Research
Volume
5, Number 3 (2014) Special Issues
CONTENTS
Experimental and Numerical Study of Flow in Prismatic and Non-prismatic Section of a Converging Compound Channel
pp. 203-210
Authors: Abinash Mohanta, Bandita Naik, K.C. Patra and K.K. Khatua
Coconut Shell as Partial Replacement for Coarse Aggregate: Review
pp. 211-214
Authors: Akshay S. Shelke, Kalyani R. Ninghot, Pooja P. Kunjekar and Shraddha P. Gaikwad
Landslide Hazard Zonation Methods: A Critical Review
pp. 215-220
Authors: Balendra Mouli Marrapu and Ravi Sankar Jakka
Review on Water Treatment Techniques Used for Riverbank Filtration
pp. 221-226
Authors: Chitaranjan Dalai and Ramakar Jha
Stage Discharge Prediction in a Prismatic Compound Channel
pp. 227-232
Authors: Ellora Padhi and K.C. Patra
Comparison of Stone Matrix Asphalt Mixtures Prepared in Marshall Compaction and Gyratory Compactor
pp. 233-240
Authors: Goutham Sarang, Mehnaz E and A.U. Ravi Shankar
Mechanical Properties of High Volume Fly Ash (HVFA) and Concrete Subjected to Evaluated 1200C Temperature
pp. 241-248
Authors: D.K. Soni and Jasbir Saini
Bamboo as a Building Material
pp. 249-254
Authors: P. Sharma, K. Dhanwantri and S. Mehta
Evacuation Patterns in High-Rise Buildings
pp. 255-260
Authors: P. Sharma, K. Dhanwantri and S. Mehta
Influence of Orientation of Piles on Seismic Response of Pile Groups
pp. 261-268
Authors: K. Salinitha and Asha Joseph
Sustainable Innovative Technique for Reduction of Local Scour around Bridge Pier
pp. 269-280
Authors: Salman Beg and Mubeen Beg
Review on the Performance of Glass Fiber Reinforced Concrete
pp. 281-284
Author: Shrikant M. Harle
The Performance of Natural Fiber Reinforced Polymer Composites: Review
pp. 285-288
Author: Shrikant M. Harle
Investigation on Behaviour of Reinforced Concrete Beam Column Joints Retrofitted with FRP Wrapping
pp. 289-294
Authors: Ugale Ashish B. and Raut Harshalata R.
Effect of Steel Plate Shear Wall on Behavior of Structure
pp. 295-300
Authors: Ugale Ashish B. and Raut Harshalata R.