This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License
|
||||||||
|
Paper Details
Paper Title
Comparative Study Of Pile Foundation Design For Bridge Pier With Working Stress Method And Limit State Method
Authors
Yash S. Gandhi, Prof. K.C.Koradia, Mr. J.H.Patel
Abstract
To study the effect of bridge code for limit state method (IRC 112:2011) and bridge code for working stress method (IRC 21:2000) on pile foundation design of bridge pier. we are also comparing Hong kong limit state method with IRC code. The main objective of this study is to prepare comprehensive spreadsheets to incorporating with all forces as per IRC 6:2014 in limit state method and working stress method. In future which can be used by bridge design engineers effectively. Calculate and compare various design loads, moments and area of steel with both methods.
Keywords- Bridge foundation, Working stress method, limit state method, IRC 112:2011, IRC 21:2000
Publication Details
Unique Identification Number - IJEDR1602186Page Number(s) - 1067-1073Pubished in - Volume 4 | Issue 2 | May 2016DOI (Digital Object Identifier) - Publisher - IJEDR (ISSN - 2321-9939)
Cite this Article
Yash S. Gandhi, Prof. K.C.Koradia, Mr. J.H.Patel, "Comparative Study Of Pile Foundation Design For Bridge Pier With Working Stress Method And Limit State Method", International Journal of Engineering Development and Research (IJEDR), ISSN:2321-9939, Volume.4, Issue 2, pp.1067-1073, May 2016, Available at :http://www.ijedr.org/papers/IJEDR1602186.pdf
Article Preview
|
|
||||||
|
|
||||||||
