摘要
随着基坑工程的复杂性越来越明显,单一的支护形式已经无法满足复杂基坑工程对于安全性、实用性和经济性的要求,复合支护结构越来越多的应用在各式基坑工程中。以某基坑工程为例,针对工程的实际情况,在基坑的不同位置采取了相应的支护形式。监测结果表明,各监测点的累积沉降、位移值均在允许范围内,证明本基坑工程采用的复合支护体系是成功的。
As foundation excavation is becoming more and more complicated, single supports form can＇t meet the requirement of safety, practicality and economy in foundation excavation construction. Composite retaining structure is more and more used in foundation excavation engineering. Based on engineering practice, according to the actual situation, corresponding support methods are adopted in different parts. Monitoring result shows that the settlement and displacement are under control, the composite retaining structure is successful.
出处
《施工技术》
CAS
北大核心
2014年第1期60-63,共4页
Construction Technology
关键词
地下工程
深基坑
支护
监测
施工技术
underground
deep foundation excavation
supports
monitoring
construction
