Elastic parameters adjusted in soil slope stability and displacement analysis

被引：2
|
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
来源：
SENSORS, MEASUREMENT AND INTELLIGENT MATERIALS, PTS 1-4 | 2013年 / 303-306卷
关键词：
Slope Engineer; Strength Reduction Method; Elastic Parameter; Stability Analysis; Displacement Calculation;
D O I：
10.4028/www.scientific.net/AMM.303-306.2889
中图分类号：
T [工业技术];
学科分类号：
08 ;
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.
引用
收藏
页码：2889 / +
页数：2
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