A settlement computation method to the composite foundation composed of slurry wall-pile-box or thick raft is proposed, which is defined in the paper as two-stage settlement computation method.
提出了由地下连续墙-桩-箱或筏所构成的复合基础的沉降计算方法，该方法定义为二阶段沉降计算方法。
From the basic characteristics of soil and. At various stress level, method of settlement computation is proposed.
从土的基本特性和不同的应力水平出发，提出了沉降计算方法。
The computation method of settlement of granular material pile is discussed, the determining method of pile body modulus of deformation of granular material pile is given.
讨论了散体材料桩复合地基沉降计算方法，给出了散体材料桩桩身变形模量的确定方法。
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