摘要
随着隧道技术的发展,盾构隧道愈来愈成为软弱岩土层或繁忙闹市地区地下工程施工的主要施工方法。但无论盾构隧道施工技术如何改进,其施工引起的地层移动是不可能完全消除的。为此就盾构隧道施工不同阶段引起地表沉降的大小、施工现场监测的内容、实测数据的分析等进行讨论,最后给出一个工程实测实例。
Shield tunnelling has become a main method and been employed more often than ever to construct underground work within weak rock, soil and especially congested urban areas. However, the disturbance to the surrounding soils caused by shield tunnelling is inevitable no matter what improvement is made in the shield tunnelling technology. Considering this, the magnitude of surface settlement under different cases, the content of in-situ monitoring and the interpretation of monitoring data are discussed. A case study is made and can be refered.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2001年第S1期1814-1820,共7页
Chinese Journal of Rock Mechanics and Engineering
关键词
盾构施工
地表沉降
现场监测
shield tunnelling
surface settlement
in-situ monitoring