摘要
在某地下连续墙成槽施工中遇到了超孔隙水压力引起的槽壁塌方,分析超孔隙水压力形成的原因,并提出了具体的处理措施。
During trenching, the wall of the continuous wall collapsed by the excecs porewater pressure. The formation of the pressure is analyzed and the countermeasure proposed.
出处
《土工基础》
2007年第1期38-40,共3页
Soil Engineering and Foundation
关键词
地下连续墙成槽施工
超孔隙水压力
塌方
trenching construction of continuous concrete wall, excess porewater pressure, slide
