The Recent Progress of the Slope Stability Analysis Methods

doi:10.11835/j.issn.1000-582X.2000.03.034

Home > Archive>Volume 23, Issue 3, 2000 >115-118. DOI:10.11835/j.issn.1000-582X.2000.03.034 Online First

The Recent Progress of the Slope Stability Analysis Methods
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                        10.11835/j.issn.1000-582X.2000.03.034
                    
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                        LIU Li ping 1,JIANG De yi 1,ZHENG Shuo cai 1,LEI Jing sheng 2,LIN Deng fa 3LIU Li ping 1,JIANG De yi 1,ZHENG Shuo cai 1,LEI Jing sheng 2,LIN Deng fa 3

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Clc Number:TU457
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Abstract:

The slope stability is an important research content in rock mechanics. In recent years, the great achievement has been gained for the slope stability analysis methods. The deterministic analysis methods, including limit equilibrium theory, numerical analysis method, graphic method and compound method, have been developed. The stochastic analysis method and the fuzzy analysis method come forward. The recent progress of the slope stability analysis methods is analyzed in this paper. The trend of progress of the slope stability is studied.

Key words:slope stability,progress,limit equilibrium theory,stochastic analysis method,fuzzy analysis method

Reference

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刘立平雷进生.边坡稳定性分析方法的最新进展[J].重庆大学学报,2000,23(3):115~118

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