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contributor authorSik‐Cheung Robert Lo
contributor authorIan Kenneth Lee
date accessioned2017-05-08T20:35:38Z
date available2017-05-08T20:35:38Z
date copyrightMarch 1990
date issued1990
identifier other%28asce%290733-9410%281990%29116%3A3%28355%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20604
description abstractThe stress‐strain response of a granular soil along constant stress increment ratio paths is experimentally investigated for the condition of
publisherAmerican Society of Civil Engineers
titleResponse of Granular Soil along Constant Stress Increment Ratio Path
typeJournal Paper
journal volume116
journal issue3
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1990)116:3(355)
treeJournal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 003
contenttypeFulltext


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