摘要
在深圳某周边条件复杂、且开挖深度达到14m的深基坑中,采用排桩+1道内支撑的支护体系,通过分析比较计算结果与监测数据,该支护形式达到了维持基坑安全稳定的目的,且有效控制了基坑周边沉降及位移,能给同行提供一定经验。
Piles and an internal bearing beam were applied in a 14 meters-deep pit with complex surroundings.Through analyzing the computed results and the monitored data,it can be found that the supporting system could maintain the safety and stabilization of the pit effectively.Meanwhile,it could also control the settlement and the displacement of the pit successfully,which could provide the peers of pit engineering with favorable engineering experiences.
出处
《广东土木与建筑》
2009年第12期15-16,14,共3页
Guangdong Architecture Civil Engineering
