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contributor authorRaj V. Siddharthan
contributor authorVela Ganeshwara
contributor authorBruce L. Kutter
contributor authorMagdy El-Desouky
contributor authorRobert V. Whitman
date accessioned2017-05-08T21:27:49Z
date available2017-05-08T21:27:49Z
date copyrightJanuary 2004
date issued2004
identifier other%28asce%291090-0241%282004%29130%3A1%2826%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52409
description abstractA relatively simple rigid plastic multiblock computational model has been developed to predict the permanent seismic displacement of mechanically stabilized earth (MSE) walls. The model formulation was based on many observations made from a series of centrifuge tests carried out on many different configurations of MSE walls. The proposed model is similar to the sliding block method of Newmark. The approach accounted for the variation in acceleration within the backfill and the nonuniform nature of the permanent wall face deformation. The predictive capability of the proposed model has been verified using centrifuge test results obtained for four MSE walls each subjected to three earthquake excitations with strength varying between 0.48 and
publisherAmerican Society of Civil Engineers
titleSeismic Deformation of Bar Mat Mechanically Stabilized Earth Walls. II: A Multiblock Model
typeJournal Paper
journal volume130
journal issue1
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2004)130:1(26)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 001
contenttypeFulltext


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