摘要
该文对软土地基在堤身荷载作用下的破坏形式进行了分析，并通过对堤身荷载的等效反压超载处理，导出了相应的极限承载力计算公式，介绍了用吹填反压法治理堤身滑塌破坏时的实用计算方法。
The paper analyzes the failure mode of the soft soil foundation under the action of the embankment body load. Also, by the equivalent back pressure overloading treatment of the embankment body load, it derives the corresponding calculating formulae for the ultimate bearing capacity. It introduces the practical calculating method for the treatment of the embankment body landslide failure using the hydraulic fill back pressure method.
出处
《勘察科学技术》
1999年第6期28-31,共4页
Site Investigation Science and Technology
关键词
软土地基
极限承载力
滑塌处理
堤身
堤基
soft soil foundation
ultimate beating capacity
landslide treatment and calculation
