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Pseudo-Static and Pseudo-Dynamic Response of Retaining Wall


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  • Product Description

In the present analysis, an effort has been made to determine the seismic earth pressure on rigid retaining wall considering non-linear failure surface criterion. Pseudo-static and Pseudo-dynamic methods are used in this analysis. Analytical solutions have been obtained using Horizontal Slicing Method to obtain non-linear rupture surface. The non-linear model is supposed to provide more general solution compared to linear kind of failure surface and it is seen that the shape of the rupture surface may be hogging or sagging in nature. Here an attempt is also made to solve the Pseudo-dynamic earth pressure problem by considering the total seismic energy which has been majorly contributed by Rayleigh waves along with primary wave and shear wave. The back-fill of c-Ф nature and batter-faced retaining wall has been considered for this purpose.

Product Specifications
SKU :COC88102
AuthorArijit Saha
Number of Pages156
Publishing Year2013-09-22T00:00:00.000
Edition1 st
Book TypeEarth sciences, geography, environment, planning
Country of ManufactureIndia
Product BrandLAP LAMBERT Academic Publishing
Product Packaging InfoBox
In The Box1 Piece
Product First Available On ClickOnCare.com2015-10-08 00:00:00
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