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contributor authorRamli Mohamad
contributor authorRicardo Dobry
date accessioned2017-05-08T20:34:09Z
date available2017-05-08T20:34:09Z
date copyrightOctober 1986
date issued1986
identifier other%28asce%290733-9410%281986%29112%3A10%28941%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19835
description abstractThe undrained behavior of saturated sand in monotonically loaded triaxial tests is discussed using steady state concepts. The relations among various drained and undrained strength envelopes are first examined. These monotonic loading concepts are then used to explain the effect of static shear stress,
publisherAmerican Society of Civil Engineers
titleUndrained Monotonic and Cyclic Triaxial Strength of Sand
typeJournal Paper
journal volume112
journal issue10
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1986)112:10(941)
treeJournal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 010
contenttypeFulltext


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