THE OPTIMIZATION PROBLEMS APPLICABLE TO SLOPE STABILITY ANALYSIS USING LIMIT EQUILIBRIUM METHOD

Li Ran; Chu Xuesong; Li Liang; Yu Guangming

doi:10.13204/j.gyjz201008019

Volume 40 Issue 8

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(8): 82-85,90

Li Ran, Chu Xuesong, Li Liang, Yu Guangming. THE OPTIMIZATION PROBLEMS APPLICABLE TO SLOPE STABILITY ANALYSIS USING LIMIT EQUILIBRIUM METHOD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 82-85,90. doi: 10.13204/j.gyjz201008019

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Li Ran, Chu Xuesong, Li Liang, Yu Guangming. THE OPTIMIZATION PROBLEMS APPLICABLE TO SLOPE STABILITY ANALYSIS USING LIMIT EQUILIBRIUM METHOD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 82-85,90. doi: 10.13204/j.gyjz201008019

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THE OPTIMIZATION PROBLEMS APPLICABLE TO SLOPE STABILITY ANALYSIS USING LIMIT EQUILIBRIUM METHOD

doi: 10.13204/j.gyjz201008019

1.
School of Civil Engineering,Qingdao Technological University,Qingdao 266033,China

Received Date: 2010-04-01
Publish Date: 2010-08-20

Abstract

Abstract

In order to systematically comprehend and summarize the theories and procedures involved in the slope stability analysis based on limit equilibrium method,the traditional limit equilibrium methods of slices,the local factor of safety method based on Pans maximum principle, and critical slip field method were adopted in the slope stability analysis problems. Summaries on several procedures and strategies included in the slope stability analysis using limit equilibrium method were conducted,which were classified into three dual optimization problems. The details regarding each dual problem were described and were demonstrated. This work may be beneficial to the further development of limit equilibrium method.
- geotechnical engineering,
- slope stability,
- limit equilibrium method,
- dual optimization,
- factor of safety,
- local factor of safety method,
- critical slip field method,
- optimization algorithm

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References(22)

References

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