The stability analysis of slope is one of the most important questions in geotechnical engineering.
边坡的稳定性是岩土工程所关注的重要问题之一。
According to the quasi-static seismic stability analysis of slope, a new method based on the assumption of circular slip surface is established.
根据遗传算法的思想和拟静力瑞典法基于圆弧滑动面的假定，提出一种用遗传算法搜索最危险滑动面及其对应的最小安全系数的方法。
The stability analysis of slope is always an important problem in civil engineering, landslide deformation failure is a kind of serious geologic disaster.
边坡的稳定问题一直是土木工程中的重要问题，滑坡是一种严重的地质灾害。
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