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contributor authorRoberto Ucar
date accessioned2017-05-08T20:34:15Z
date available2017-05-08T20:34:15Z
date copyrightMarch 1986
date issued1986
identifier other%28asce%290733-9410%281986%29112%3A3%28303%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19883
description abstractIn this work, an analytic expression has been developed that enables the shear strength to be determined using the empirical failure criterion developed by Hoek and Brown. Applying this new hypothesis, along with elasticity theory and basic mathematical concepts for obtaining the failure envelope of a family of failure circles, the shear strength has been determined to be such that
publisherAmerican Society of Civil Engineers
titleDetermination of Shear Failure Envelope in Rock Masses
typeJournal Paper
journal volume112
journal issue3
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1986)112:3(303)
treeJournal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 003
contenttypeFulltext


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