Abstract
The foundation pit of shield working well needs to meet the requirements of shield assembly, starting, and hoisting. The short-time load at the edge of the pit is frequent and the construction conditions are more complicated. This paper takes the foundation pit of a certain project in Jinan as the research background. Based on field measured data, based on theoretical analysis. The force and deformation laws of the underground diaphragm wall + internal bracing structure under short-term load are studied, and some conclusions can be used to guide the design and construction.
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