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针对基坑围护体系的结构特点及工程状况 ,由相互作用原理建立围护墙和内支撑结构的简化计算模型 ,根据变形协调条件对围护墙和内支撑结构进行迭代分析 ,其计算结果与实际工程情况较为符合。
According to the structural characteristics and engineering conditions of the foundation pit enclosure system, a simplified calculation model of the retaining wall and the inner support structure is established by the principle of interaction. The iterative analysis of the retaining wall and the inner support structure is performed according to the deformation coordination conditions. The actual project situation is more consistent.