摘要
防洪堤局部堤线下基础原是水坑 ,经处理后筑堤 ,大堤建成后堤坡侧滑移 ,堤顶裂缝。本文分析其原因及采用水泥喷粉桩进行处理加固的情况。
The foundation under partial embankment line of flood control embankment was water pit. After treatment embankment is made. After completion of the embankment the side of embankment slope is slipped and the ranks are at the embankment top. The paper analyzes the cause and the condition of treatment and consolidation by cement spraying pile.
出处
《城市道桥与防洪》
2004年第4期79-80,共2页
Urban Roads Bridges & Flood Control
关键词
堤顶裂缝
边坡滑移
城市防洪
水坑
喷粉桩
加固处理
urban flood control, cracks at embankment top, slip at side slope, water pit, spraying pile
