To get the minimum safe coefi cient accordingly by optimal methods

Journal of Chongqing Jiaotong University(Natural Science) ›› 2003, Vol. 22 ›› Issue (增刊1): 80-82.

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To get the minimum safe coefi cient accordingly by optimal methods

LIU Mu¹，YANG Yu²

1.Guangdong Guanyue Road＆ Bridge Construction Group Co.，Ltd. Guangzhou 510110，China； 2.Civil Engineering College，Hunan University，Changsha 410082，China

Received:2002-12-01 Revised:2003-04-29 Online:2003-08-15 Published:2015-05-18

用最优化方法确定边坡稳定性最小安全系数

刘穆¹，杨宇²

1.广东冠粤路桥有限公司，广东广州 510110； 2.湖南大学,土木程学院，湖南长沙 410082

作者简介:刘穆（1974—），男，湖南双峰人，助理工程师，从事高速公路路基、桥涵施工与管理工作

Abstract

Abstract: It is available to get tlle critical slip of a slope and the minimum safe coefficient accordingly by optimal methods． Since a slip in a circle shape or in random shape could be described throush a group of parameters，the safe coefficient of a slope could be expressed as a function of the parameters．In this paper。discussed is a method to work out the minimum values of such fun ctions by combining optimal methods with classic ways in analyzing the slope stability．

Key words: optimal, slopestability, theminimumsafecoeficient

摘要： 边坡稳定性分析中相应于最小安全系数的临界滑裂面可以通过运用最优化方法求得．圆弧和任意形状滑裂面均可用一系列参数来描述，其安全系数则可表达为这些参数的函数．笔者运用最优化方法结合边坡稳定性分析的常用土力学方法求此类函数的极小值．

关键词: 最优化, 边坡稳定性, 最小安全系数

CLC Number:

U416.1+4

LIU Mu，YANG Yu. To get the minimum safe coefi cient accordingly by optimal methods[J]. Journal of Chongqing Jiaotong University(Natural Science), 2003, 22(增刊1): 80-82.

刘穆，杨宇. 用最优化方法确定边坡稳定性最小安全系数[J]. 重庆交通大学学报（自然科学版）, 2003, 22(增刊1): 80-82.

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To get the minimum safe coefi cient accordingly by optimal methods

用最优化方法确定边坡稳定性最小安全系数

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