The random search method and the probability theory are adopted to proceed internal stability analysis of the foundation pit on the base of finite slice method .
在普通条分法的基础上，采用随机搜索法及可靠度理论对该基坑进行内部稳定性分析验算。
At present, the more application of slope stability analysis method in deep foundation pit is still the limit equilibrium method. This method applies widely, but there are also inadequate.
目前深基坑工程中应用较多的边坡稳定分析方法仍然是极限平衡方法，该方法应用较广，但也存在不足之处。
应用推荐