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contributor authorYoginder P. Vaid
contributor authorJing C. Chern
contributor authorHadi Tumi
date accessioned2017-05-08T20:33:50Z
date available2017-05-08T20:33:50Z
date copyrightOctober 1985
date issued1985
identifier other%28asce%290733-9410%281985%29111%3A10%281229%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19678
description abstractSubstantial decrease in resistance to liquefaction is shown to occur with increase in confining pressure for a rounded and an angular sand having identical gradation. For a given increase in confining pressure, angular sand suffers a larger loss in resistance than rounded sand. At equal relative densities, angular sand is shown to be more resistant to liquefaction at lower confining pressures but less resistant at higher confining pressures than rounded sand.
publisherAmerican Society of Civil Engineers
titleConfining Pressure, Grain Angularity, and Liquefaction
typeJournal Paper
journal volume111
journal issue10
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1985)111:10(1229)
treeJournal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 010
contenttypeFulltext


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