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结合某船坞坞口围堰基坑工程实例,考虑基坑支护施工的时空效应,针对波浪力作用及多施工工况下钢板桩结构进行优化设计计算,分析验算钢板桩的承载力和稳定性,以满足规范要求。
Considering the space-time effect of foundation pit supporting construction considering the engineering practice of cofferdam at a dock dock, the design and calculation of steel sheet pile structure under wave action and multiple construction conditions are carried out, and the bearing capacity and stability of the steel sheet pile are analyzed and verified To meet the specification requirements.