摘要
广梧高速公路K119+110^+300段,路堤地基为鱼塘水浸泡的软土,施工困难。设计采用通用条分法对鱼塘抽水前后路堤边坡稳定进行比较,分析抽水前后坡外水对路堤边坡稳定性影响,为路堤填筑施工提供依据。
The embankment foundation of K119 ＋ 110 - ＋ 300 section of Guangzhou-Wuzhou Expressway is soft soil soaked by pond water, so it is difficult for construction. Bank slope stability before and after pumping pond water are separately studied and compared using generalized slice method. The influence of pumping on bank slope stability is analyzed, which provides evidence for embankment filling construction.
出处
《路基工程》
2011年第1期159-160,共2页
Subgrade Engineering
关键词
路堤边坡
坡外水
稳定性
bank slope
foreign water
stability
