根据分析所得的动、静应力分量，采用有限元与圆弧滑动法相结合的有限元一圆弧法，分析了挡土墙的抗滑稳定性。
The stability factor of retaining walls is analyzed with the finite element and slip circle method, which is based on the results obtained by static and dynamic FEM.
对于计算方法的选择，由于软土地基的滑动特点，认为瑞典圆弧法能满足工程的需要。
Due to the characteristics of slumping, The Swedish Slipicircle Method is satisfied to engineering.
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