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contributor authorMatteo O. Ciantia
contributor authorCatherine O’Sullivan
date accessioned2022-01-30T19:39:18Z
date available2022-01-30T19:39:18Z
date issued2020
identifier other%28ASCE%29GM.1943-5622.0001707.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4265733
description abstractThe state parameter (ψ) measures the distance from the current state to the critical state line (CSL) in the compression plane. The existence of a correlation between both the peak angle of shearing resistance
publisherASCE
titleCalculating the State Parameter in Crushable Sands
typeJournal Paper
journal volume20
journal issue7
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0001707
page04020095
treeInternational Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 007
contenttypeFulltext


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