basal heave stability 抗隆起稳定性
resistant heave stability 抗隆起稳定
excavation against heave stability 基坑抗隆起稳定性
heave-resistant stability 抗隆起稳定
stability against heave 抗隆起稳定
stability of bottom heave 底板隆起稳定性
The heave stability of deep foudation pit is effected by a number of random and fuzzy factors.
深基坑工程的坑底隆起稳定性受多种随机性与模糊性的因素影响。
In this paper, checking method of resistant heave stability for deep excavations considering seepage force of groundwater is studied.
对地下水渗透动水力条件下的深基坑抗隆起稳定验算的方法进行了研究。
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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