Show simple item record

contributor authorA. Usmani
contributor authorG. V. Ramana
contributor authorK. G. Sharma
date accessioned2017-05-08T21:45:23Z
date available2017-05-08T21:45:23Z
date copyrightJune 2012
date issued2012
identifier other%28asce%29gm%2E1943-5622%2E0000156.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61544
description abstractThis study investigates the drained stress-strain-volume change behavior of Delhi silt under triaxial compression and extension loading conditions using two different existing constitutive models, the hardening soil (HS) model and a hierarchical single surface (HISS) model. The HISS model is shown to be able to capture the stress-strain-volumetric response in both compression and extension loadings with higher accuracy as compared with the HS model.
publisherAmerican Society of Civil Engineers
titleStress-Strain-Volume Change Modeling of Delhi Silt in Triaxial Compression and Extension
typeJournal Paper
journal volume12
journal issue3
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0000144
treeInternational Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 003
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record