The monitoring data of one subway foundation pit engineering in shanghai was analyzed in detail and the possible reasons of the potential accident were primarily discussed. The result shows that the building overloading has prominent influences on the deformation of the foundation pit, and that the deformation of the building and foundation pit has the characters of simultaneity and suddenness, which can give some reference for the similar engineering works.
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刘登攀 刘国彬.建筑物超载作用下的基坑变形分析[J].钻探工程,2007,34(1):8-11.LIU Deng-pan, LIU Guo-bin. Analysis of the Foundation Pit Deformation under Building Overloading Force[J]. Drilling Engineering, 2007,34(1):8-11.