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contributor authorOzer Cinicioglu
contributor authorDobroslav Znidarcic
contributor authorHon-Yim Ko
date accessioned2017-05-08T21:28:46Z
date available2017-05-08T21:28:46Z
date copyrightOctober 2007
date issued2007
identifier other%28asce%291090-0241%282007%29133%3A10%281290%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53032
description abstractThis paper presents an experimental study of the strength in anisotropic clays by means of centrifuge model, cone penetration, and vane shear tests. To understand the effects of void ratio, overconsolidation ratio, and testing rate on the undrained shear strength
publisherAmerican Society of Civil Engineers
titleNew Structure-Based Model for Estimating Undrained Shear Strength
typeJournal Paper
journal volume133
journal issue10
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2007)133:10(1290)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 010
contenttypeFulltext


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