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contributor authorP. J.
contributor authorVardanega
contributor authorM. D.
contributor authorBolton
date accessioned2017-05-08T22:06:05Z
date available2017-05-08T22:06:05Z
date copyrightJune 2014
date issued2014
identifier other26305973.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71357
description abstractA large database has recently been published that details the development of new empirical expressions for the stiffness reduction with strain of clays and silts. In this note, the same database is used to examine two major considerations for engineers using these expressions in numerical analyses: the transformation from secant to tangent stiffness and the effect of stress history.
publisherAmerican Society of Civil Engineers
titleStiffness of Clays and Silts: Modeling Considerations
typeJournal Paper
journal volume140
journal issue6
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0001104
treeJournal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 006
contenttypeFulltext


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