摘要
重力式挡土墙建立在桥台的下游护坡上,墙的基础由桩和筏板构成。在饱水时墙的稳定性未能满足规范要求,经用注浆联合石灰桩加固,取得了成功。
The retaining-wall foundation is built on the downstream bank slope of the bridge abutment, which stability cannot meet the requirement of specification. Then, the technology of the grouting combined with lime pile is used successfully in this case.
出处
《土工基础》
2007年第2期13-15,共3页
Soil Engineering and Foundation
关键词
注浆
石灰桩
挡土墙
地基加固
grouting, lime pile, retaining wall, foundation reinforcement
