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Volume 43 Issue 2
Dec.  2014
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Article Contents
Zhong Zuliang, Liu Xinrong, Fang Jinbing, Li Xiaoyong, Liao Jingwei. OPTIMIZATION RESEARCH ON TUNNEL CROSSING SCHEME THROUGH ULTRA-SHALLOW AND LARGE-BIAS SECTIONS BASED ON ECONOMIC SAFETY COEFFICIENT RATIO[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 78-82,171. doi: 10.13204/j.gyjz201302016
Citation: Zhong Zuliang, Liu Xinrong, Fang Jinbing, Li Xiaoyong, Liao Jingwei. OPTIMIZATION RESEARCH ON TUNNEL CROSSING SCHEME THROUGH ULTRA-SHALLOW AND LARGE-BIAS SECTIONS BASED ON ECONOMIC SAFETY COEFFICIENT RATIO[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 78-82,171. doi: 10.13204/j.gyjz201302016

OPTIMIZATION RESEARCH ON TUNNEL CROSSING SCHEME THROUGH ULTRA-SHALLOW AND LARGE-BIAS SECTIONS BASED ON ECONOMIC SAFETY COEFFICIENT RATIO

doi: 10.13204/j.gyjz201302016
  • Received Date: 2012-05-28
  • Publish Date: 2013-02-20
  • There are many gullies in the loess plateau region.A most unfavorable topographic condition occured when tunnels passed through the gully region.It meaned that tunnels needed to pass through the ultra-shallow and large-bias sections.In order to obtain the economic and safe crossing scheme,the conception of economic safety coefficient ratio and its calculation principle was brought forward.Firstly,the tunnel crossing schemes through ultra-shallow and large-bias sections were designed.The economic safety coefficient ratio of each tunnel crossing scheme was calculated by the methods of strength reduction method and related quotas.Besides,the tunnel's rock stress,deformations and the primary support's stress were simulated and compared among the three tunnel crossing schemes.Finally,the counterweight fill method was considered to be the best crossing scheme,with which the ultra-shallow and large-bias tunnel was in the steady state during the construction period.Good results were achieved so as to offer reference for the future similar projects.
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  • [2] 肖涛,李春峰.偏压隧道冒顶现场监控量测研究[J].公路交通科技,2011(6):195-199.
    许建武,文熠,黄赞华.基于有限差分法软弱围岩偏压隧道动态开挖数值分析[J].公路交通科技,2011(4):196-201.
    [3] 钟祖良,刘新荣,吴强.流固耦合作用下马垭口隧道塌方机理及其灾害治理研究[J].工程勘察,2011,(7):18-22.
    [4] 沈春儒,蒋斌松.桦木沟隧道围岩偏压稳定性研究[J].公路交通科技,2011(9):164-166.
    [5] 钟祖良,刘新荣,王道良,等.桃树垭隧道底鼓发生机理与防治技术研究[J].岩土工程学报,2012,34(3):471-476.
    [6] 钟祖良,刘新荣,刘元雪,等.黄土连拱隧道动态施工围岩损伤局部化研究[J].岩土力学,2012,33(2):611-616.
    [7] 李树忱,李术才,徐帮树.隧道围岩稳定分析的最小安全系数法[J].岩土力学,2007,28(3):549-554.
    [8] 郑颖人,邱陈瑜,宋雅坤,等.土质隧洞围岩稳定性分析与设计计算方法探讨[J].后勤工程学院学报,2009,285(3):1-9.
    [9] 山西省交通规划勘察设计院.山西省临县至离石高速公路两阶段施工图设计[R].太原:山西省交通规划勘察设计院,2009.
    [10] JTG D702004公路隧道设计规范[S].
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