摘要
对川井忠彦刚体有限元方法进行适当的改造，可以方便地求得侧向受荷桩的张氏法和ｍ法的结果。
A supporting wall can be studied as a vertical beam on elastic foundation by a new FEM proposed by Tadakica kawai. In that method, construction sequence,layered strata and complicated boundary conditions can be taken into account, including the soil-supporting wall interaction to a certain extent.The displacement of a supporting wall can be predicted by FEM developed herein with a set of soil parameters, which may be revised by comparing with the displacement measured. This is so called observational method,effective in the prediction of displacement.
关键词
刚体有限元法
位移预报
下部结构
地下连续墙
supporting structures,rigid body finite element methods,displacement predictions
