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本文介绍了合理利用地下连续墙的复合箱形基础,对地下连续墙、箱基与上部结构共同作用进行了理论分析和数值计算,提出了考虑地下连续墙承载能力的复合箱形基础的计算方法.
In this paper, the composite box-shaped foundation for the rational use of underground diaphragm walls is introduced. The theoretical analysis and numerical calculation of the joint action of diaphragm walls, box foundations and superstructures are carried out. The calculation method for composite box foundations considering the bearing capacity of underground diaphragm walls is proposed. .