ANALYSIS OF THREE-DIMENSION SLOPE STABILITY BY STRENGTH REDUCTION FINITE ELEMENT METHOD

Huang Zheng-rong; Liang Jing-hua

doi:10.13204/j.gyjz200606018

Volume 36 Issue 6

Dec. 2014

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Huang Zheng-rong, Liang Jing-hua. ANALYSIS OF THREE-DIMENSION SLOPE STABILITY BY STRENGTH REDUCTION FINITE ELEMENT METHOD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 59-64. doi: 10.13204/j.gyjz200606018

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Huang Zheng-rong, Liang Jing-hua. ANALYSIS OF THREE-DIMENSION SLOPE STABILITY BY STRENGTH REDUCTION FINITE ELEMENT METHOD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 59-64. doi: 10.13204/j.gyjz200606018

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ANALYSIS OF THREE-DIMENSION SLOPE STABILITY BY STRENGTH REDUCTION FINITE ELEMENT METHOD

doi: 10.13204/j.gyjz200606018

1.
Research Institute of Geotechnical Engineering,Hohai University Nanjing 210098

Received Date: 2005-09-27
Publish Date: 2006-06-20

Abstract

Abstract

The strength reduction method is used for the analysis of two-dimensional and three-dimension slope stabilities,whose results are compared with the result of limit equilibrium method, the result shows the strength reduction method is feasible. The factors influencing slope stability are studied, and it is analyzed the safety factor of a three-dimensional slope with same surface load, yet a different active area. It is also pointed out that slope stability has three-dimensional effect,which has some guidance for analyzing the stability of a slope
- slope stability,
- strength reduction method,
- three-dimensional analysis,
- safety factor

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References(14)

References

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