摘要
本文论述地下连续墙泥浆槽在短槽挖掘时的稳定性问题。假定槽壁按截斜圆柱体发生整体滑动破坏，该理论公式基本上能解释地下连续墙泥浆槽在近导墙下部破坏的情况。
The stability of sludge sump of underground continuous wall during short sump excavation was discussed. lt is assumed that the damage of sump wall occurred in form of sliding of intercepted slant cylinder. The damage of sludge sump of underground continuous wall near the lower part of pilot wall can be interpreted by this theory . [
出处
《地下空间》
CSCD
1998年第3期148-152,162,共6页
Underground Space
关键词
地下连续墙
泥浆槽
稳定性
施工
Underground continuous wall , sludge sump , stability
