摘要
采用SMW桩作为地下明挖基坑的围结构形式时,施工过程中要密切重视桩体变形,同时从不同的角度控制桩体变形及渗漏水发生,从而避免安全事故的发生。
Using composite steel-cement mixed di-saphragm wall as support structure of underground open cast foundation pits, the deformation of piles must be pay more attention to. The controls of piles' deformation and water leakage should be applied from different angles to avoid security accidents occurring.
出处
《铁道建筑技术》
2009年第8期79-81,共3页
Railway Construction Technology
关键词
SMW桩
桩体变形
基坑渗漏
composite steel-cement mixed di-saphragm wall
deformation of piles
water leakage