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Design and Construction of Buffer Structure of Large Section Loess Tunnel Portal |
LIU Xu-quan |
Main Tunnel Construction Headquarter of Zhengzhou - Xian Passenger Dedicated Line,China Railway First Group Co. Ltd, Tongguan, Shanxi 714300 , China |
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Abstract Research purposes: Taking construction of large section loess tunnel in east Shanxi Province for example, the introduction is given in this paper to the design of buffer structure, treatment of foundation and concrete construction technology for tunnel portal for the purpose of doing research on the negative influence of aerodynamics when high - speed train passes through the tunnel on passenger dedicated line.
Research conclusions : Concrete compaction pile can effectively eliminate the moist and sinking of loess to reinforce the foundation. Hie buffer structure with open and cap brim type incline gate are adopted to the entry of the tunnel,which brings good buffering effect and meets the environmental requirement with good looking and integration of topographical features. But it is proposed to adopt typical design to the gate and buffering section so as to enhance the utilization coefficient of model loop wheel machine because there are lots of difficulties in construction of cap brim type Incline gate with low working efficiency and high cost of model loop wheel machine.
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Received: 26 April 2008
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[1]TZ214—2005,客运专线铁路隧道工程施工技术指南 [S].
[2]铁建设(2005) 160号,客运专线铁路隧道工程施工质量 暂行标准[S].
[3]铁道第一勘察设计院.新建铁路郑州至西安客运专线秦 东隧道设计资料[C].西安:铁道第一勘察设计院, 2006.
[4]铁建设[2005] 160号,铁路混凝土工程施工质量验收补 充标准[S].
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