[1]汪自力,朱明霞,高青伟,等.饱和-非饱和渗流作用下边坡稳定分析的混合法[J].郑州大学学报(工学版),2002,23(01):25-27，38.[doi:10.3969/j.issn.1671-6833.2002.01.007]
　Wang Zili,ZHU Mingxia,GAO Qingwei,et al.Hybrid method for slope stability analysis under saturation-unsaturated seepage[J].Journal of Zhengzhou University (Engineering Science),2002,23(01):25-27，38.[doi:10.3969/j.issn.1671-6833.2002.01.007]

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饱和-非饱和渗流作用下边坡稳定分析的混合法()

分享到：

《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:

23

期数:

2002年01期

页码:

25-27，38

栏目:

出版日期:

1900-01-01

文章信息/Info

Title:

Hybrid method for slope stability analysis under saturation-unsaturated seepage

作者:

汪自力; 朱明霞; 高青伟; 等.

黄河水利委员会黄河水利科学研究院,河南,郑州,450003, 郑州大学工程力学系,河南,郑州,450002, 河南建筑工程公司,河南,郑州,450002

Author(s):

Wang Zili; ZHU Mingxia; GAO Qingwei; etc

关键词:

边坡稳定;  条分法;  饱和-非饱和渗流;  有限元;  等参元;  单纯形法

Keywords:

Stable slope;  Division;  saturated-unsaturated seepage;  finite elements;  etc.;  Simplex method

DOI:

10.3969/j.issn.1671-6833.2002.01.007

文献标志码:

A

摘要:

针对边坡稳定分析条分法存在的问题,在饱和-非饱和渗流不动网格有限元计算的基础上,用土体单元所受的渗透力代替其周边的孔隙水压力,达到利用渗流计算时的剖分网格和计算结果,直接连续进行渗流作用下的边坡稳定分析的目的,并采用数学规划中的单纯形法自动寻找最小安全系数.算例表明,该方法具有一定的实用性,并为考虑降雨等引起的饱和-非饱和不稳定渗流作用下的边坡稳定问题的分析提供了实用的工具.

Abstract:

In view of the problems existing in the slope stability analysis bar method, on the basis of the finite element calculation of the saturated-unsaturated seepage immovable grid, the permeability of the soil unit is used to replace the pore water pressure around it, so as to achieve the purpose of directly and continuously analyzing the slope stability under seepage by using the split grid and calculation results during seepage calculation, and automatically find the minimum safety factor by using the simplex method in mathematical programming. Examples show that this method has certain practicability and provides a practical tool for the analysis of slope stability problems under saturated-unsaturated unstable seepage caused by rainfall.

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