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contributor authorPierre‐Yves Hicher
contributor authorPoul V. Lade
date accessioned2017-05-08T20:34:42Z
date available2017-05-08T20:34:42Z
date copyrightJuly 1987
date issued1987
identifier other%28asce%290733-9410%281987%29113%3A7%28774%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20124
description abstractMonotonic and cyclic torsion shear and cubical triaxial tests were performed to study the influence of rotation of principal stress directions on the behavior of
publisherAmerican Society of Civil Engineers
titleRotation of Principal Directions in K0‐Consolidated Clay
typeJournal Paper
journal volume113
journal issue7
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1987)113:7(774)
treeJournal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 007
contenttypeFulltext


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