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《Metal Mine》 2010-01
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Stability Analysis and Comprehensive Appraisal of High and Steep Slopes

Xu Guoqiang1,2 Zhang Yabin1 Liu Bing3 Zhou Chunlei4(1.Hebei Polytechnic University;2.University of Science and Technology Beijing;3.Engineering andInvestigation Design Institute of Coal Geological Bureau in Jiangxi Province;4.Project Construction Headquarter of General Staff Management Security)  
Based on the analysis of geological condition for landslides in the Xunwu section of No.206 national road,the characteristics about landslide distribution and the stability of the slope,the model of stability calculation is established to analyze the stability of slope by the limit equilibrium slice method.The safety factors at the different working condition for landslides can be determined by the transfer coefficient method.The study provides the important basis for the effective prevention and treatment of landslides,and also provides a valuable reference for the follow-up study on the slopes.
【CateGory Index】: U416.14
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