Journal Home Online First Current Issue Archive For Authors Journal Information 中文版

Strategic Study of CAE >> 2009, Volume 11, Issue 7

Study on construction technique of large section sub-sea tunnel crossing the weak stratum

Beijing Jiaotong University, Beijing 100044, China

Funding project:国家自然科学基金资助项目(50878019) Received: 2009-02-09 Available online: 2009-07-10 14:43:00.000

Next Previous

Abstract

Xiang'an sub-sea tunnel is the first large section sub-sea tunnel in China, and will cross the weak stratum with abundant water. As the low stabilizing capacity of the surrounding rocks, water inrush is the maximal risk during the sub-sea tunnel construction. In this paper, based on analyzing the excavation method of the tunnel and results of on site monitoring measurement, we studied the excavation method,drainage technique and pre-reinforcement method of the tunnel when crossing the weak stratum with abundant water, and offer technological support for construction.

Figures

图1

图2

图3

图4

图5

References

[ 1 ] 王梦恕.蓬勃发展的中国水底隧道[R].北京:北京交通大学,2005

[ 2 ] 沈荣喜,吴秀仪,刘长武,等.海底隧道施工过程中突水风险研究[J].武汉理工大学学报(交通科学与工程版),2008,(6):385-388 link1

[ 3 ] 王梦恕.地下工程浅埋暗挖技术通论[M].合肥:安徽教育出版社,2004

[ 4 ] 孙振川.海底隧道长距离全—强风化地层CRD施工方法研究[J].隧道建设,2008,(2):15-18 link1

[ 5 ] 赵太东.厦门翔安海底隧道过风化深槽施工[J].隧道建设,2008,(2):66-69 link1

[ 6 ] 李利平,李术才,徐帮树,等.海底隧道施工设计及其数值优化研究[J].山东大学学报(工程版),2008,(8):63-68 link1

[ 7 ] 曾超.大断面海底隧道异常变形控制措施研究[J].岩石力学与工程学报,2007,(11):2170-2175 link1

Related Research