Construction Technology for Shallow Doule － arch Tunnel with Bias Weak Rock

LU Jian － yun

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Journal of Railway Engineering Society ›› 2011, Vol. 28 ›› Issue (3) : 72-76.

Construction Technology for Shallow Doule － arch Tunnel with Bias Weak Rock

LU Jian － yun

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Abstract

Research purposes: In this paper，the introduction is given to the construction technology for a urban shallow double － arch tunnel featured with the weak geological conditions，no self － stable capacity，big deformation of primary support，serious bias and easy collapse，including the technologies of controlling deformation，controlling bias and controlling collapse，for the purpose of providing the reference to construction of similar tunnel．

Research conclusions: ( 1) The rational support parameters should be chosen for construction of shallow double － arch tunnel with bias weak rock according to the field geological conditions． ( 2) The high － frequent monitoring measurement works must be done during construction of the tunnel under bad geological conditions to instruct the tunnel construction．( 3) The reasonable change of construction process can ensure the safety of the tunnel construction． ( 4) The anti － slide pile and back pressure refilling can effectively solve the bias problem of weak rock tunnel．

Key words

shallow large － span double － arch tunnel / weak rock / deformation control / bias control / collapse treatment / monitoring measurement

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LU Jian － yun. Construction Technology for Shallow Doule － arch Tunnel with Bias Weak Rock[J]. Journal of Railway Engineering Society, 2011, 28(3): 72-76

References

［1］刘招伟，何满潮，肖红渠．浅埋大跨联拱隧道施工中变形的监测与控制措施［J］．岩土工程学报，2003( 3) : 339 －342．

Liu Zhaowei，He Manchao，Xiao Hongqu． Shallow Buried Large － span Couplet Arch Tunnel Construction Deformation Monitoring and Control Measures［J］．Journal of Geotechnical Engineering，2003 ( 3 ) : 339 －342．

［2］李国良，朱永全．乌鞘岭隧道高地应力软弱围岩大变形控制技术［J］．铁道工程学报，2008( 3) : 54 － 59．

Li Guoliang，Zhu Yongquan． Wushaoling Tunnel High Geostress Weak Rock Large Deformation Control Technology ［J］． Journal of Railway Engineering Society，2008( 3) : 54 － 59．

［3］蒯行成，潘兴，杨海朋．施工顺序对双联拱隧道围岩和支护结构力学行为的影响［J］．中南公路工程，2006( 4) : 31 －37．

Kuai Hangcheng， Pan Xing， Yang Haipeng． The Construction Sequence of the Thermodynamic． Arch Tunnel Surrounding Rocks and Supporting the Influence of Structural Mechanics Behavior ［J］． Journal of Zhongnan Highway Engineering，2006( 4) : 31 － 37．

［4］晏成，宋峰，刘敏，等．超浅埋大跨连拱隧道施工技术［J］．西部探矿工程，2005( 5) : 17 － 25．

Yan Cheng，Song Feng，Liu Min，etc． Shallow Buried Large － span Multiple － arch Tunnel Construction Technology ［J］． Journal of Western Exploration Engineering，2005( 5) : 17 － 25．

［5］何川．公路双联拱隧道［M］．北京: 人民交通出版社，2006．

He Chuan． Highway Arch Tunnel［M］． Beijing: China Communications Press，2006．

［6］ JTG F60—2009，公路隧道施工技术规范［S］．

JTG F60—2009， Highway Tunnel Construction Technology Specification［S］．
［7］ JTG D70—2004，公路隧道设计规范［S］．

JTG D70—2004，Highway Tunnel Design Specification［S］．