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contributor authorJian-Min Zhang
contributor authorFei Song
contributor authorDe-Ji Li
date accessioned2017-05-08T21:46:47Z
date available2017-05-08T21:46:47Z
date copyrightJuly 2010
date issued2010
identifier other%28asce%29gt%2E1943-5606%2E0000306.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62066
description abstractAn improved method based on pseudostatic and limit-equilibrium analysis is proposed for evaluating seismic (static plus dynamic) active earth pressures induced by backfill behind movable rigid retaining walls. The proposed method can take into account the effects of strain localization and postpeak shear resistance reduction in the dense backfill soil during a strong earthquake, and the main improvement over the existing method is that a simple analytical solution is provided.
publisherAmerican Society of Civil Engineers
titleEffects of Strain Localization on Seismic Active Earth Pressures
typeJournal Paper
journal volume136
journal issue7
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000291
treeJournal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 007
contenttypeFulltext


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