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Strategic Study of CAE >> 2010, Volume 12, Issue 8

Study on the waterproof and drainage principle and technology for karst tunnels in Yichang-Wanzhou railway

1. Beijing Jiaotong University, Beijing 100044,China;

2.Engineering Management Centre,Ministry of Railways, Beijing 100866, China

Funding project:铁道部计划项目(2004G033);国家自然科学基金资助项目(50878019) Received: 2009-10-29 Available online: 2010-08-10 13:34:34.000

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Abstract

The establishment of tunnel waterproof and drainage principle is the base of determining water treating method, technology and lining design. The Yichang-Wanzhou railway tunnel is with complex geological conditions and various karst cavities, treating of the solution cavities with high water pressure is the emphasis and difficulty. Based on the water rich classification of filling cavities, the waterproof and drainage principle is put up. A universe schedule and a series of protective schedules are put forward in order to control water drainage. For filling cavities that must be dealt with blockage principle, full face curtain grouting and periphery grouting are studied, and a new grouting method "blocking water out of tunnel profile and consolidation in the profile"  is put forward,which helps to accelerate the construction. The structure waterproof and drainage principle is blockage and drainage associating based on actual condition, more waterproof measures are advocated in the principle. The successful experience is helpful for other karst tunnel construction.

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References

[ 1 ] 苗德海.宜万铁路岩溶隧道灾害及防治对策[J].铁道标准设计,2007,49(7):96–99 link1

[ 2 ] 吴治生.岩溶隧道的环境地质问题[J].铁道工程学报,2006,91(1):70–73 link1

[ 3 ] 罗琼.岩溶隧道施工技术[J].铁道工程学报,2005,87(3):65-71 link1

[ 4 ] 李治国.隧道岩溶处理技术[J].铁道工程学报,2002,84(4):61-65 link1

[ 5 ] 王秀英,谭忠盛.高压富水充填型大型岩溶区的隧道修建技术研究分报告之四[R].北京:北京交通大学,2009

[ 6 ] 张民庆.地下工程注浆技术[M].北京:地质出版社,2008

[ 7 ] 蒋忠信.隧道工程与水环境的相互作用[J].岩石力学与工程学报,2005,24(1):121-127 link1

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