Seepage effects on soil slope stability

GAO Xiao-yu; LIAO Hong-jian; DING Chun-hua

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Seepage effects on soil slope stability

更新时间：2026-06-25

- Seepage effects on soil slope stability
- Vol. 25, Issue 1, (2004)
- 作者机构：
  
  西安交通大学土木工程系,陕西,西安,710049
- 作者简介：
- 基金信息：
- DOI：
  CLC： TD824.7
- Online First：15 July 2014，
  
  Published：2004
- 稿件说明：
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GAO Xiao-yu, LIAO Hong-jian, DING Chun-hua. Seepage effects on soil slope stability[J]. 2004, 25(1).
DOI：

GAO Xiao-yu, LIAO Hong-jian, DING Chun-hua. Seepage effects on soil slope stability[J]. 2004, 25(1). DOI：

摘要

根据Biot固结理论和孔隙水连续性原理，分别建立了应力场和渗流场耦合模型微分方程组及边界条件，并对耦合微分方程组进行空间离散和时间离散，建立了两场的耦合有限元方程。其研究成果，可为今后的研究工作提供一定的基础，对边坡工程的预防和防治具有一定的参考价值。

Abstract

According to Biot’s consolidation theory and pore water continuous principle

the basic seepage field’s and stress field’s finite element equations and boundary condition are established respectively. By Galerkin theory and pore water pressure

differential coefficient equations are discrelc distributed on space and time domains

then the coupling finite element equations of the seepage field and stress field are established. The conclusions can be of some base for further research and reference value for prevention and cure on slope engineering.

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