摘要
针对北京富水砂卵石地层大断面隧道地层稳定性差、工程周边环境复杂、对沉降控制要求高等诸多难题,在大断面隧道中采用CRD法、洞桩法进行施工,有效控制了工程结构、沿线及周围建筑物和地下管线的变形,确保了工程及周围环境的安全。
The CRD(cross diaphragm) and hole pile method were adopted in the large section tunnel,aiming at poor geological stability, complex engineering environment and the higher control requirements of subsidence in water-rich sandy gravel stratum of Beijing,which controlled the deformation of engineering structure,surrounding buildings along and underground pipeline effectively and ensured the safety of surrounding environment.
出处
《中国工程科学》
2010年第12期98-102,共5页
Strategic Study of CAE
关键词
砂卵石地层
大断面
CRD法
洞桩法
隧道施工
sandy gravel stratum
large section
CRD method
hole pile
tunnel construction