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。
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.
软土地区，桩箱(筏)基础是高层尤其是超高层建筑的首选基础型式。
In soft soil area, we give priority to the piled box (raft) foundation in choosing the foundation type for super-tall building.
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