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contributor authorRonnie
contributor authorKamai
contributor authorRoss W.
contributor authorBoulanger
date accessioned2017-05-08T21:47:56Z
date available2017-05-08T21:47:56Z
date copyrightAugust 2013
date issued2013
identifier other%28asce%29gt%2E1943-5606%2E0000861.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62662
description abstractNumerical simulations of a centrifuge test, in which dissipation patterns, lateral spreading, and shear strain localization were measured and recorded, are performed for validation of the numerical modeling approach and insight on the deformation mechanisms. The constitutive model calibration process is performed based on available laboratory data and is described in detail. The model container and construction sequence are simulated to provide good approximations of the boundary conditions and initial stress distributions. Two approaches for simulating successive shaking events are presented and compared. The key observations and mechanisms from the centrifuge test, namely (1) the dynamic response and onset of liquefaction, (2) the amount and pattern of surface deformation, (3) the patterns of pore pressure dissipation and void ratio redistribution, and (4) the difference in response between a sand profile treated and not treated with liquefaction drains, are all reasonably captured and bounded by the simulations.
publisherAmerican Society of Civil Engineers
titleSimulations of a Centrifuge Test with Lateral Spreading and Void Redistribution Effects
typeJournal Paper
journal volume139
journal issue8
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000845
treeJournal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 008
contenttypeFulltext


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