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结合广州某地铁车站地下连续墙围护结构的实例,介绍了连续墙运用增量法原理,按弹性地基梁杆系有限元法进行 计算分析的设计方法及在岩层中水土压力采用合算的可行性。
Combined with the example of the retaining wall structure of underground continuous wall of a metro station in Guangzhou, this paper introduces the design method of incremental wall method using incremental method, the finite element method of finite element method of elastic foundation and the feasibility of cost-effective calculation of water and soil pressure in rock strata .