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基于应力场的土坡临界滑动面的遗传算法搜索
引用本文:王成华,夏绪勇,李广信.基于应力场的土坡临界滑动面的遗传算法搜索[J].清华大学学报(自然科学版),2004,44(3):425-428.
作者姓名:王成华  夏绪勇  李广信
作者单位:1. 清华大学,土木水利学院,北京,100084;天津大学,建筑工程学院,天津,300072
2. 天津大学,建筑工程学院,天津,300072
3. 清华大学,土木水利学院,北京,100084
基金项目:国家自然科学基金,长江水利委员会联合资助项目 (50099620)
摘    要:为快速而准确地评价复杂土坡抗滑稳定性状,采用非线性有限元法分析土坡的应力场,根据应力场定义和计算土坡的稳定安全系数,再将安全系数与遗传算法的适应度函数相联系,从而利用遗传算法优化技术搜索土坡内对应最小安全系数的临界滑动面。给出了遗传算法搜索中的滑动面基因表达、适应度函数、滑动面形状合理性约束等关键实施技术。通过经典算例分析,证明这种基于应力场的临界滑动面遗传算法搜索方法具有可行性、高效性和鲁棒性。

关 键 词:土坡稳定性  临界滑动面  有限元法  遗传算法
文章编号:1000-0054(2004)03-0425-04
修稿时间:2003年5月15日

Genetic algorithm for searching for critical slip surface in soil slopes based on stress fields
WANG Chenghua,XIA Xuyong,LI Guangxin.Genetic algorithm for searching for critical slip surface in soil slopes based on stress fields[J].Journal of Tsinghua University(Science and Technology),2004,44(3):425-428.
Authors:WANG Chenghua  XIA Xuyong  LI Guangxin
Abstract:In order to make a rapid and accurate evaluation of the anti-slip stability behaviour of complicated soil slopes, a nonlinear finite element method was employed to analyze the stress fields in soil slopes, and the factor of safety against sliding was defined and calculated based on the stress fields. The fitness function in the genetic algorithm was linked to the factor of safety while the critical slip surface corresponding to the minimum factor of safety was allocated with the genetic algorithm optimization method. The key techniques in the genetic algorithm include the genetic coding of an arbitrary shaped slip surface, the definition of the optimization fitness function, and the constraint of rational shapes of potential slip surfaces. The feasibility, efficiency, and robustness of the genetic algorithm optimization method were finally demonstrated with stability analysis of a classic slope case.
Keywords:slope stability  critical slip surface  finite element methods  genetic algorithm
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