New Perspective on Seismic Slope Stability AnalysisSource: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 007Author:Qin Changbing;Chian Siau Chen
DOI: 10.1061/(ASCE)GM.1943-5622.0001170Publisher: American Society of Civil Engineers
Abstract: This article proposes a graphical method associated with the g line to evaluate seismic slope stability. The g line depicts the combinations of c/γH and tanφ that are necessary to maintain slope stability at the critical limit state. Correlations of c/γH and tanφ are established based on the work-rate balance equation. Under a kinematic analysis, the pseudostatic upper-bound solution of c/γH is sought with an optimization procedure. After having determined the g line, the factor of safety for a specific slope can be easily estimated without the need for iterative calculations. For ease of practical use, a set of stability charts is presented. This approach also permits determination of the critical failure mode, including toe or below the toe.
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| contributor author | Qin Changbing;Chian Siau Chen | |
| date accessioned | 2019-02-26T07:51:43Z | |
| date available | 2019-02-26T07:51:43Z | |
| date issued | 2018 | |
| identifier other | %28ASCE%29GM.1943-5622.0001170.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4249892 | |
| description abstract | This article proposes a graphical method associated with the g line to evaluate seismic slope stability. The g line depicts the combinations of c/γH and tanφ that are necessary to maintain slope stability at the critical limit state. Correlations of c/γH and tanφ are established based on the work-rate balance equation. Under a kinematic analysis, the pseudostatic upper-bound solution of c/γH is sought with an optimization procedure. After having determined the g line, the factor of safety for a specific slope can be easily estimated without the need for iterative calculations. For ease of practical use, a set of stability charts is presented. This approach also permits determination of the critical failure mode, including toe or below the toe. | |
| publisher | American Society of Civil Engineers | |
| title | New Perspective on Seismic Slope Stability Analysis | |
| type | Journal Paper | |
| journal volume | 18 | |
| journal issue | 7 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0001170 | |
| page | 6018013 | |
| tree | International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 007 | |
| contenttype | Fulltext |