In this paper, causes of failure of a foundation pit slope in thick mucky clay in Wuhan are analyzed.
本文分析了武汉市某工程深厚淤泥质粘土基坑边坡失稳的原因。
The computation method of overloading of deep foundation pit slope is studied and used by example in project. The better economic performance is acquired.
本文提出了深基坑边坡超载计算方法的建议，并将该方法应用于工程实例，获得了较好的经济效益。
Through the construction and the checking in the actual project, the reference for the foundation pit slope support in the high-rise building application was given.
通过实际工程的施工及验算，为基坑支护在高层建筑中的应用提供了参考。
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