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contributor authorLi-Zhong Wang
contributor authorKai-lun Shen
contributor authorSheng-Hua Ye
date accessioned2017-05-08T21:32:05Z
date available2017-05-08T21:32:05Z
date copyrightMarch 2008
date issued2008
identifier other%28asce%291532-3641%282008%298%3A2%28105%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/55147
description abstractOn the basis of critical state soil mechanics, this study derives theoretical formulas for predicting the undrained shear strength of
publisherAmerican Society of Civil Engineers
titleUndrained Shear Strength of K0 Consolidated Soft Soils
typeJournal Paper
journal volume8
journal issue2
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)1532-3641(2008)8:2(105)
treeInternational Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 002
contenttypeFulltext


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