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运用优化方法研究土坡稳定分析圆弧法的数值解
引用本文:陈永平,戴振伟,邹广电.运用优化方法研究土坡稳定分析圆弧法的数值解[J].水利与建筑工程学报,2004,2(3):51-54.
作者姓名:陈永平  戴振伟  邹广电
作者单位:南京水利科学研究院,江苏,南京,210024;连云港市水利局,江苏,连云港,222004
摘    要:运用最优化方法,研究了土坡稳定分析圆弧法数值解的如下问题:(1)分条数对土坡稳定分析计算结果的影响;(2)土坡坡度和内摩擦角对最危险滑弧位置的影响;(3)综合考虑土坡粘结力、内摩擦角、容重和坡高的影响(包括无孔隙压力和有孔隙压力两种情况)时最危险滑弧位置的变化。

关 键 词:最优化方法  土坡稳定分析  圆弧法  数值解
文章编号:1672-1144(2004)03-0051-04
修稿时间:2004年2月23日

Study on Numerical Solution of Circular-arc Method in Slope Stability Analysis by Optimization Method
CHEN Yong-ping,DAI Zhen-wei,ZOU Guang-dian.Study on Numerical Solution of Circular-arc Method in Slope Stability Analysis by Optimization Method[J].Journal of Water Resources Architectural Engineering,2004,2(3):51-54.
Authors:CHEN Yong-ping  DAI Zhen-wei  ZOU Guang-dian
Abstract:The safety factors and associated slip circular-arc are often influenced by some factors such as slices number, slope gradient, cohesion and friction angle of soil, pore water pressure etc. In this paper, the influences for the safety factors and associated slip circular-arc by the above factors are detailedly studied with optimization technique. Several available conclusions are drawn.
Keywords:optimization method  slope stability analysis  circular -arc method  numerical solution
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