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contributor authorPedro Arduino
contributor authorEmir José Macari
date accessioned2017-05-08T22:39:29Z
date available2017-05-08T22:39:29Z
date copyrightFebruary 2001
date issued2001
identifier other%28asce%290733-9399%282001%29127%3A2%28167%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85332
description abstractIt is widely accepted that the mechanical behavior of saturated geomaterials is largely governed by the interaction of the solid skeleton with the fluids present in the pore structure. This interaction is particularly strong in quasi-static and dynamic problems and may lead to the catastrophic loss of strength known as liquefaction, which frequently occurs under earthquake loading. In this work, numerical simulations of saturated granular deposits under transient loads are presented to illustrate the performance of a
publisherAmerican Society of Civil Engineers
titleNumerical Analysis of Geomaterials within Theory of Porous Media
typeJournal Paper
journal volume127
journal issue2
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2001)127:2(167)
treeJournal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 002
contenttypeFulltext


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