文献类型：会议论文

英文题名：Elastic parameters adjusted in soil slope stability and displacement analysis

作者：Jiang Ping[1];Zhang Mengsu[2]

机构：[1]Shaoxing Univ, Shaoxing City, Zhejiang, Peoples R China;[2]Jilin Univ, Changchun City, Jinan Province, Peoples R China

会议论文集：International Conference on Sensors, Measurement and Intelligent Materials (ICSMIM 2012)

会议日期：DEC 26-27, 2012

会议地点：Guilin, PEOPLES R CHINA

语种：英文

外文关键词：Slope Engineer; Strength Reduction Method; Elastic Parameter; Stability Analysis; Displacement Calculation

外文摘要：Soil elastic parameters(E, mu) will change when soil shear strength parameters(c, phi) reduced, so, it is necessary to adjust elastic parameters using strength reduction method for slope stability calculation. The numerical results show that the adjustment of elastic parameters has little effect on stability, but is more obviously on slope displacement. So, it is important to consider elastic adjust when evaluate slope stability based on slope stability.