A General Criterion for Complex Rocks and Soils and Its Application

被引：0
|
作者：
Ruan, Huaining [1 ]
Luo, Manlu [2 ]
Wang, Di [1 ]
Ju, J. W. [3 ]
机构：
[1] Hohai Univ, Sch Civil & Transportat Engn, Nanjing 210098, Jiangsu, Peoples R China
[2] Hohai Univ, Sch Internet Things Engn, Nanjing 210098, Jiangsu, Peoples R China
[3] Univ Calif Los Angeles, Dept Civil & Environm Engn, Los Angeles, CA 90095 USA
来源：
ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING IV | 2014年 / 580-583卷
关键词：
Failure Condition; Complex Rocks and Soils; Anisotropic; Nonlinear; Engineering Application;
D O I：
10.4028/www.scientific.net/AMM.580-583.243
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
A failure criterion is proposed for complex rocks and soils. Their anisotropic and nonlinear behavior is analyzed theoretically and experimentally. The influence of the intermediate principal stress is taken into account. The nonhomogeneous strength and the effect of geological temperature are also discussed. Many classical failure criteria are special cases of the proposed condition. The criterion is applied in the analysis of the bedrock of Ankang Dam in China. The case study illustrates the potential of the proposed general model in engineering application.
引用
收藏
页码：243 / +
页数：2
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