摘要
利用块体平衡法计算基坑边坡的稳定性 ,以有限元法计算基坑周围的渗流场 ,根据渗流场叠加原理 。
The slope stability of an excavation was calculated by the block balanced method and the seepage scope around the excavation was also calculated by FEM. The effect of a confined aquifer on the slope stability of the excavation was researched initially according to superposition principle of a seepage scope.
出处
《工业建筑》
CSCD
北大核心
2002年第3期82-83,共2页
Industrial Construction
关键词
承压含水层
渗流场
块体平衡法
边坡
稳定
基坑
confined aquifer\ seepage scope\ block balanced method\ slope stability
