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地下连续墙成槽过程中，泥浆槽壁的稳定性分析十分重要，而带超载的地下连续墙的槽壁稳定问题更难以处理。利用拱结构解决带超载的地下连续墙的槽壁稳定问题， 其创新之处在于将复杂多变的地下工程问题转化为受力明确的结构问题， 经实践证明这一措施是成功的。
Stability analysis of the mud tank wall is very important in the process of forming the underground continuous wall, but the wall stability of the diaphragm wall with overload is more difficult to deal with. The innovation of using the arch structure to solve the problem of wall stability of the diaphragm wall with overloading is to change the complex and varied underground engineering problems into the stress-bearing structural problems, and this measure has been proved successful.