Determination of Critical Slope Failure SurfacesSource: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 002Author:Van Uu Nguyen
DOI: 10.1061/(ASCE)0733-9410(1985)111:2(238)Publisher: American Society of Civil Engineers
Abstract: The analysis of the stability of slopes using limit equilibrium methods usually requires the determination of the critical failure surface having the minimal factor of safety. This paper presents an optimization technique, adapted from operations research, to determine both the minimal factor of safety and the associated critical failure surface. The technique treats the factor of safety as an optimal function of the
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| contributor author | Van Uu Nguyen | |
| date accessioned | 2017-05-08T20:33:55Z | |
| date available | 2017-05-08T20:33:55Z | |
| date copyright | February 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9410%281985%29111%3A2%28238%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19722 | |
| description abstract | The analysis of the stability of slopes using limit equilibrium methods usually requires the determination of the critical failure surface having the minimal factor of safety. This paper presents an optimization technique, adapted from operations research, to determine both the minimal factor of safety and the associated critical failure surface. The technique treats the factor of safety as an optimal function of the | |
| publisher | American Society of Civil Engineers | |
| title | Determination of Critical Slope Failure Surfaces | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 2 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1985)111:2(238) | |
| tree | Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 002 | |
| contenttype | Fulltext |