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contributor authorHoe I. Ling
contributor authorHuabei Liu
contributor authorVictor N. Kaliakin
contributor authorDov Leshchinsky
date accessioned2017-05-08T22:40:26Z
date available2017-05-08T22:40:26Z
date copyrightAugust 2004
date issued2004
identifier other%28asce%290733-9399%282004%29130%3A8%28911%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85961
description abstractAn advanced generalized plasticity soil model and bounding surface geosynthetic model, in conjunction with a dynamic finite element procedure, are used to analyze the behavior of geosynthetic-reinforced soil retaining walls. The construction behavior of a full-scale wall is first analyzed followed by a series of five shaking table tests conducted in a centrifuge. The parameters for the sandy backfill soils are calibrated through the results of monotonic and cyclic triaxial tests. The wall facing deformations, strains in the geogrid reinforcement layers, lateral earth pressures acting at the facing blocks, and vertical stresses at the foundation are presented. In the centrifugal shaking table tests, the response of the walls subject to 20 cycles of sinusoidal wave having a frequency of 2 Hz and of acceleration amplitude of
publisherAmerican Society of Civil Engineers
titleAnalyzing Dynamic Behavior of Geosynthetic-Reinforced Soil Retaining Walls
typeJournal Paper
journal volume130
journal issue8
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2004)130:8(911)
treeJournal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 008
contenttypeFulltext


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