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通过对上海软土超深基坑监测数据的统计分析,探讨了超深基坑地下连续墙后地表沉降特性,可为进一步研究上海地区软土超深基坑的设计和施工提供参考。
Through the statistical analysis of the monitoring data of the ultra deep foundation pit in Shanghai soft soil, the settlement characteristics of the ground surface after the continuous diaphragm wall of the ultra deep foundation pit are discussed, which can provide reference for further study on the design and construction of the ultra deep foundation pit in Shanghai.