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contributor authorDharma Wijewickreme
contributor authorMaria V. Sanin
date accessioned2017-05-08T21:46:51Z
date available2017-05-08T21:46:51Z
date copyrightOctober 2010
date issued2010
identifier other%28asce%29gt%2E1943-5606%2E0000364.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62126
description abstractThe postcyclic reconsolidation response of low-plastic Fraser River silt was examined using laboratory direct simple shear testing. Specimens of undisturbed and reconstituted natural low-plastic Fraser River silt and reconstituted quartz powder, initially subjected to constant-volume cyclic loading under different cyclic stress ratios (CSRs) and then reconsolidated to their initial effective stresses
publisherAmerican Society of Civil Engineers
titlePostcyclic Reconsolidation Strains in Low-Plastic Fraser River Silt due to Dissipation of Excess Pore-Water Pressures
typeJournal Paper
journal volume136
journal issue10
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000349
treeJournal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 010
contenttypeFulltext


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