遗传算法在边坡数值计算中的应用

安关峰; 殷坤龙; 唐辉明

遗传算法在边坡数值计算中的应用

中国地质大学工程学院, 湖北武汉 430074

基金项目:

国家自然科学基金项目 40072084

详细信息

作者简介:
安关峰(1970-), 男, 博士后, 主要从事岩土工程数值研究工作

中图分类号: P642.1
计量
- 文章访问数: 3349
- HTML全文浏览量: 87
- PDF下载量: 2
- 被引次数: 0
出版历程
- 收稿日期: 2001-09-13
- 刊出日期: 2002-03-25

Application of Genetic Algorithm in Numerical Simulation of Slope Stability Analysis

Engineering Faculty, China University of Geosciences, Wuhan 430074, China

摘要

摘要: 改进了进化方向的遗传算法与有限元数值法, 结合并研制了相应的软件.应用该软件对多类型岩土边坡进行弹性模量、内聚力、内摩擦角等参数反演分析, 显示误差很小, 收敛速度也很快, 这说明改进进化方向遗传算法这种新型的优化算法在多类型岩土参数优化估计中具有独特的优势.
- 有限元数值法 /
- 遗传算法 /
- 反分析
Abstract: The approved genetic algorithm was combined with finite element method in developing relevant software. The software was applied to make back analysis of elastic module, cohesion, friction angle for the slope with different soil types. The results show that the error is quite small and convergence rate fast. It is proved this algorithm is of obvious priority in rock soil parameter estimation.
- finite element method /
- genetic algorithm /
- back analysis

HTML全文

图 1 黄土坡滑坡地质模型

Fig. 1. Geological model of Huangtupo landslide

下载: 全尺寸图片幻灯片

表 1 岩土物理力学性质参数及反演参数的取值范围

Table 1. Physical and mechanical parameters of soils and rocks and parameter's values by back-analysis

表 2 改进的遗传算法反分析结果

Table 2. Result from the approved genetic algorithm

参考文献(15)

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