In view of the problem of deep foundation pits, the fall short of presently calculating method about basal heave stability is indicated.
针对目前深基坑工程现状，指出了目前基坑抗隆起稳定性计算方法的不足。
In view of the problem of deep foundation pits, the fall short of presently calculating method about basal heave stability is indicated.
针对目前深基坑工程现状，指出了目前基坑抗隆起稳定性计算方法的不足。
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