首页 | 官方网站   微博 | 高级检索  
     

一种新型遗传算法及其在土坡任意滑动面确定中的应用
引用本文:李亮,迟世春,郑榕明,林皋.一种新型遗传算法及其在土坡任意滑动面确定中的应用[J].水利学报,2007,38(2):157-162.
作者姓名:李亮  迟世春  郑榕明  林皋
作者单位:1. 大连理工大学,海岸与近海工程国家重点实验室,辽宁,大连,116023
2. 香港理工大学土木与结构工程系,九龙,红墈
摘    要:提出了一种便于工程应用的改进模拟任意滑动面策略。针对简单遗传算法容易陷入局部最优值的缺陷,借鉴和声算法产生新解的方式来产生遗传算法中的子代个体。该策略能综合利用整个父体的信息来构建子代。将该方法用于求解两个复杂土坡的最小安全系数,所得结果与已有文献结果比较证明,新型遗传算法能搜索到更小的安全系数,可应用于土坡稳定分析。

关 键 词:边坡稳定  极限平衡法  安全系数  遗传算法  和声算法  任意滑动面
文章编号:0559-9350(2007)02-0157-06
收稿时间:2006-04-05
修稿时间:04 5 2006 12:00AM

Improved genetic algorithm and its application to determination of critical slip surface with arbitrary shape in soil slope
LI Liang.Improved genetic algorithm and its application to determination of critical slip surface with arbitrary shape in soil slope[J].Journal of Hydraulic Engineering,2007,38(2):157-162.
Authors:LI Liang
Affiliation:Dalian University of Technology, Dalian 116023, China
Abstract:In order to overcome the problem of being trapped into local minima encountered in applying ordinary genetic algorithm to search the critical slip surface of slope, an improved procedure based on harmony search algorithm is proposed. In the searching computation the new offspring is obtained according to the whole information of its parents. The proposed method is applied to calculate the minimum safety factors of two complicated soil slopes. The comparison of the calculation results with existing examples given by other author shows that the proposed method is feasible for stability analysis of soil slope.
Keywords:slope stability  limit equilibrium  factor of safety  genetic algorithm  harmony search algorithm  arbitrary slip surface
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《水利学报》浏览原始摘要信息
点击此处可从《水利学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司    京ICP备09084417号-23

京公网安备 11010802026262号