摘要
本文基于简化 Bishop法确立的土坡稳定分析模型 ,用遗传算法求解土坡最小安全系数和最危险滑动面。通过算例得出符合工程实际的结果 ,显示了遗传算法在边坡稳定分析中的精度与可靠性。
Based on the model established with simplified Bishop method the minimum safety factor and the critical slip surface was found by genetic algorithms in this paper The examples show that:the method is intended to be robust and effective to solve problems that involve extremely complicated slope geometry.
出处
《福建建筑》
2002年第B10期32-34,共3页
Fujian Architecture & Construction
关键词
遗传算法
土坡
抗震
稳定性
earth slopes genetic algorithms stability
