Determination of Shear Failure Envelope in Rock MassesSource: Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 003Author:Roberto Ucar
DOI: 10.1061/(ASCE)0733-9410(1986)112:3(303)Publisher: American Society of Civil Engineers
Abstract: In 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
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| contributor author | Roberto Ucar | |
| date accessioned | 2017-05-08T20:34:15Z | |
| date available | 2017-05-08T20:34:15Z | |
| date copyright | March 1986 | |
| date issued | 1986 | |
| identifier other | %28asce%290733-9410%281986%29112%3A3%28303%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19883 | |
| description abstract | In 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 | |
| publisher | American Society of Civil Engineers | |
| title | Determination of Shear Failure Envelope in Rock Masses | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 3 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1986)112:3(303) | |
| tree | Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 003 | |
| contenttype | Fulltext |