
土工基础 ›› 2019, Vol. 33 ›› Issue (6): 639-641.
疏排法基坑降水作业后,地下水位的降低将使原水位面以下土体的自重应力增加,造成相应的地表或深层土体沉降,对周边建筑物、浅埋的地下管线及行车路面会构成不同程度的危害。因此,在基坑降水设计阶段,对工后沉降危害的评估是非常必要的,同时,可提出相应的措施以控制工后沉降。
Ground subsidence might be occurred after the dewater operation around the deep excavation site. The ground movement might adversely affect the adjacent building foundations, pavements and underground utilities. It is therefore, during the dewater design stage, the effect of the adjacent environment should be appropriately evaluated.