›› 2017, Vol. 31 ›› Issue (4): 462-464.

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Parameter Sensitivity Analysis of Mountainous Highway Slopes

WEI Cui1,2,3, RUAN Hang2, WANG Bin2   

  1. (1.Wuhan Wushui Water Resources and Ecological Engineering Technology Co., Ltd., Wuhan 430070;
    2.State Key Laboratory of Geomechanics and Geotechnical Engineering, 
    Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071;
    3.School of Water Resources and Hydropower Engineering, Wuhan University, Wuhan 430072)
  • Received:2017-04-12 Revised:2017-05-10 Online:2017-08-20 Published:2017-08-22

Abstract: A left cut slope in ChangJi Expressway is evaluated in this project. The factors that might affect the slope stability are: slope angle, height of slope; cohesion, internal friction angle, and elastic modulus. The sensitivity of these factors to the slope stability are analyzed by using strength reduction method in the finite element analysis. The analytical results indicate that the sensitive parameters that sequentially listed as follow: slope angle, slope height; internal friction angle; cohesion and elastic modulus. The slope angle and slope height are the factors that are most affecting the slope stability.

Key words: Mountain Highways, Slopes, Stability Parameters, Sensitivity