stability of excavations 开挖稳定性
The stability analysis of tall building deep excavations' slope is always been a very hot and difficult question in Geotechmical Engineering.
高层建筑深基坑边坡的稳定性问题一直都是岩土工程中的一个热点问题和难点问题。
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。
Unsaturated soil condition which give rise to negative pore pressure is important in evaluating the stability of geotechnical structures such as slopes, retaining walls, excavations and foundations.
在非饱和土条件下产生的负孔隙水压力（基质吸力）对于预测如边坡、挡土墙、挖方工程、基础工程之类的土石结构的稳定性十分重要。
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