THE EFFECTS OF SEEPAGE AND STRESS COUPLING ON SLOPE STABILITY

机译：渗流与应力耦合对边坡稳定性的影响

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The stability of geotechnical medium slope in the seepage and stress coupling situation is briefly reviewed in this paper. The slope stability in the seepage and stress coupling situation is analyzed, and the seepage field, stress field and safety coefficient of slope in coupling situation is obtained. There is a comparative analysis between the coupling situation and the non-coupling situation, and the influence of soil parameters and the coupling parameters on the slope stability is discussed. The slope safety coefficient of the coupling situation is less than that of the non-coupling situation.

机译：本文简要综述了岩土介质边坡在渗流和应力耦合作用下的稳定性。分析了渗流和应力耦合条件下的边坡稳定性，得到了耦合条件下边坡的渗流场，应力场和安全系数。对耦合状态和非耦合状态进行了比较分析，讨论了土性参数和耦合参数对边坡稳定性的影响。耦合状态的边坡安全系数小于非耦合状态的边坡安全系数。

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来源
《Long Time Effects and Seepage Behavior of Dams》|2008年|219-226|共8页
会议地点 Nanjing(CN)
作者
A.Pardini; rnF.Natali;
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作者单位

CHEN JIAN@Gansu Investigation Design Institute of Water Resources,Lanzhou,China,730000--XIE JIANLIANG@Engineering Mechanics Department of Hohai University,Nanjing,China,210024--MEI MINGRONG@Engineering Mechanics Department of Hohai University,Nanjing,China,210024--;

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原文格式 PDF
正文语种 eng
中图分类挡水坝;
关键词
Slope stability; Seepage and stress coupling; Stability safety coefficient; ANSYS;

机译：边坡稳定性；渗流与应力耦合；稳定性安全系数； ANSYS;

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THE EFFECTS OF SEEPAGE AND STRESS COUPLING ON SLOPE STABILITY

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