摘要
黄土滑坡尤其是地震作用下的黄土滑坡历来是我国西部广大地区一种突出而严重的地质灾害。本文研究了一种采用遗传算法基本思想和原理确定黄土斜坡“最危险滑裂面”、并以此为基础进行稳定性分析的新方法。实例的验证表明，与传统方法相比，该方法更准确、更高效。
Loess landslides, especially those induced by earthquakes,are always the one kind of outstanding geologic hazards in the vast loess areas of West China . According to the basic idea and principle of genetic algorithm, a new metho d for determining the most risk slip surface of a loess slope is established. The test results show that the method is more effective and practical in the stability analysis of a loess landslide than traditional methods.
出处
《工程地质学报》
CSCD
1999年第2期168-174,共7页
Journal of Engineering Geology
基金
地震联合基金
关键词
黄土斜坡
遗传算法
最危险滑裂面
滑坡
Loess slope, Genetic algorithm, Most risk slip surfa ce.
