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contributor authorMohammad Khosravi
contributor authorRoss W. Boulanger
contributor authorShuji Tamura
contributor authorDaniel W. Wilson
contributor authorC. Guney Olgun
contributor authorYongzhi Wang
date accessioned2017-05-08T22:36:03Z
date available2017-05-08T22:36:03Z
date copyrightJuly 2016
date issued2016
identifier other51475212.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83369
description abstractA pair of large centrifuge tests was conducted to evaluate the effect of soil-cement grid reinforcement on the seismic response of a deep soft soil profile. The soil profile consisted of a 23-m-thick layer of lightly overconsolidated clay, underlain and overlain by thin layers of dense sand. Each centrifuge model had two separate zones for a total of four different configurations: a zone without reinforcement, a zone with an
publisherAmerican Society of Civil Engineers
titleDynamic Centrifuge Tests of Soft Clay Reinforced by Soil–Cement Grids
typeJournal Paper
journal volume142
journal issue7
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0001487
treeJournal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 007
contenttypeFulltext


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