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。
The heave stability of deep foudation pit is effected by a number of random and fuzzy factors.
采用逆作法时，深基坑开挖引起的坑底隆起对于地下工程结构会产生显著影响。
For deep excavation using the top-down method, the soil heave may produce significant effect on the underground structure.
利用非线性有限元方法研究了不同支撑条件对深基坑开挖地表沉降、坑底隆起、墙体侧向挠度以及内力的影响。
The effects of different support conditions on ground sinking, basal heaves, lateral deflections and internal forces of deep excavation are studied by using nonlinear FEM.
应用推荐