摘要
在土坡稳定性分析的Bishop法的基础上,分析建立了复合土钉支护整体稳定性安全系数的计算公式,并采用遗传算法对最危险滑移面进行搜索.用该方法计算的工程实例安全系数与实际情况吻合较好,具有较高的工程应用价值.
Based on the Bishop method, a formula of integral stability safety factor in composite soil nailing structure is established. The critical slip surface is searched by using the genetic algorithms. The agreement with the factual results indicate that the present method is of practical value.
出处
《湖北工业大学学报》
2006年第3期209-211,共3页
Journal of Hubei University of Technology
关键词
复合土钉支护
整体稳定性
遗传算法
composite soil nailing
integral stability
genetic algorithms
