Analysis of Retaining Wall Subjected to Earthquake Loading

A numerical method through finite element(FEM) with two models: Elastic &Equivalent Linear was used to investigate the seismic behavior of retaining wall supporting saturated, liquefiable, cohesionless backfill soil. Horizontal/Vertical displacement, pore water pressure, horizontal total str...

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Bibliographic Details
Published in:	Kirkuk Journal of Science
Main Authors:	Aram M. Raheem, Mohammed Y. Fattah
Format:	Article
Language:	English
Published:	University of Kirkuk 2008-06-01
Subjects:	analysis retaining wall subjected earthquake loading
Online Access:	https://kujss.uokirkuk.edu.iq/article_41932_e4b27813b43f734bf4175fb0906deb59.pdf

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