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Article Navigation >  Journal of Traffic and Transportation Engineering  > 2013  >  13(2): 34-41
REN Wen-feng, GAO Xuan, WANG Xing-hua, TU Peng. Deformation rule and mechanical characteristic of tunnel in water-rich full-weathering granite area[J]. Journal of Traffic and Transportation Engineering, 2013, 13(2): 34-41. doi: 10.19818/j.cnki.1671-1637.2013.02.005
Citation: REN Wen-feng, GAO Xuan, WANG Xing-hua, TU Peng. Deformation rule and mechanical characteristic of tunnel in water-rich full-weathering granite area[J]. Journal of Traffic and Transportation Engineering, 2013, 13(2): 34-41. doi: 10.19818/j.cnki.1671-1637.2013.02.005
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Deformation rule and mechanical characteristic of tunnel in water-rich full-weathering granite area

doi: 10.19818/j.cnki.1671-1637.2013.02.005
  • 1.

    School of Civil Engineering, Central South University, Changsha 410075, Hunan, China

  • 2.

    CCCC Road and Bridge International Co., Ltd., Beijing 100027, China

  • 3.

    Zhongjiao Tongli Construction Co., Ltd., Xi'an 710075, Shaanxi, China

More Information
  • Author Bio:

    REN Werrfeng(1976-), male, senior engineer, doctoral student, +86-731-82656715, wenfeng_ren@hotmail.com

    WANG Xing-hua(1957-), male, professor, PhD, +86-731-82655489, xhwang@mail.csu.edu.cn

  • Received Date: 2012-11-26
  • Publish Date: 2013-04-25
    Abstract
  • Undisturbed soil was drilled for soil test by using geological drilling rig above the tunnel center line. The settlements of tunnel surface and vault were measured by using electronic level. Tunnel horizontal convergence values were measured with JSS30A digital convergence instrument. Pressures among surrounding rock and initial support, initial support and secondary lining were measured with JTM-V2000D vibrating wire pressure gauge. The surrounding rock deformation and pressure of Zhaizigang Tunnel were measured, the surrounding rock deformation rule and mechanical characteristic of tunnel in water-rich full-weathering granite area were got. Analysis result shows that the dividing line of deep and shallow submersion tunnels is 2 times tunnel diameter. Vertical displacement and horizontal displacement appear simultaneously in tunnel entrance. The horizontal convergence stability time of surrounding rock and settlement stability time of vault have little relationship with tunnel depth. The horizontal convergence value and vault settlement increase with the increase of shallow submersion tunnel depth, but they have little relationship with the depth of deep submersion tunnel. Pressures are evenly distributed between surrounding rock and initial support, pressure difference among measurement points of shallow submersion tunnel is little, pressure gradually increases with the increase of tunnel depth. The uneven degree of pressure distribution increases for deep submersion tunnel, pressure value changes very little with the increase of tunnel depth. The pressure between surrounding rock and initial support is greater than that between initial support and secondary lining, the maximum pressure between initial support and secondary lining is not greater than 100 kPa.

     

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    • References(15)
  • [1]
    韩桂武, 刘斌, 范鹤. 浅埋黄土隧道衬砌结构受力分析[J]. 岩石力学与工程学报, 2007, 26(增1): 3250-3256. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2007S1098.htm

    HAN Gui-wu, LIU Bin, FAN He. Mechanical characteristics of tunnel lining structure in shallow-buried loess area[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(S1): 3250-3256. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2007S1098.htm
    [2]
    杨建民, 喻渝, 谭忠胜, 等. 大断面深浅埋黄土隧道围岩压力试验研究[J]. 铁道工程学报, 2009(2): 76-79. doi: 10.3969/j.issn.1006-2106.2009.02.019

    YANG Jian-min, YU Yu, TAN Zhong-sheng, et al. Experimental research on the surrounding rock pressure of large sectional loess tunnel under deep and shallow submersion[J]. Journal of Railway Engineering Society, 2009(2): 76-79. (in Chinese). doi: 10.3969/j.issn.1006-2106.2009.02.019
    [3]
    李鹏飞, 张顶立, 赵勇, 等. 大断面黄土隧道二次衬砌受力特性研究[J]. 岩石力学与工程学报, 2010, 29(8): 1690-1696. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201008026.htm

    LI Peng-fei, ZHANG Ding-li, ZHAO Yong, et al. Study of mechanical characteristics of secondary lining of large-section loess tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(8): 1690-1696. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201008026.htm
    [4]
    陈建勋, 姜久纯, 罗彦斌, 等. 黄土隧道洞口段支护结构的力学特性分析[J]. 中国公路学报, 2008, 21(5): 75-80. doi: 10.3321/j.issn:1001-7372.2008.05.014

    CHEN Jian-xun, JIANG Jiu-chun, LUO Yan-bin, et al. Mechanics characteristic analysis of support structure of loess tunnel entrance[J]. China Journal of Highway and Transport, 2008, 21(5): 75-80. (in Chinese). doi: 10.3321/j.issn:1001-7372.2008.05.014
    [5]
    周丁恒, 曲海锋, 蔡永昌, 等. 特大断面大跨度隧道围岩变形的现场试验研究[J]. 岩石力学与工程学报, 2009, 28(9): 1773-1782. doi: 10.3321/j.issn:1000-6915.2009.09.006

    ZHOU Ding-heng, QU Hai-feng, CAI Yong-chang, et al. In-situ test on surrounding rock deformation in super-large section and large-span tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(9): 1773-1782. (in Chinese). doi: 10.3321/j.issn:1000-6915.2009.09.006
    [6]
    徐林生. 大断面高速公路隧道复合式衬砌结构受力监测分析[J]. 重庆交通大学学报: 自然科学版, 2009, 28(3): 528-530. https://www.cnki.com.cn/Article/CJFDTOTAL-CQJT200903015.htm

    XU Lin-sheng. Mechanical monitoring and analysis on composite lining structure of highway tunnel with large cross section[J]. Journal of Chongqing Jiaotong University: Natural Science, 2009, 28(3): 528-530. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-CQJT200903015.htm
    [7]
    王明年, 郭军, 罗禄森, 等. 高速铁路大断面深埋黄土隧道围岩压力计算方法[J]. 中国铁道科学, 2009, 30(5): 53-58. doi: 10.3321/j.issn:1001-4632.2009.05.009

    WANG Ming-nian, GUO Jun, LUO Lu-sen, et al. Calculation method for the surrounding rock pressure of deep buried large sectional loess tunnel of high-speed railway[J]. China Railway Science, 2009, 30(5): 53-58. (in Chinese). doi: 10.3321/j.issn:1001-4632.2009.05.009
    [8]
    KILIC A, YASAR E, CELIK A G. Effect of grout properties on the pull-out load capacity of fully grouted rock bolt[J]. Tunnelling and Underground Space Technology, 2002, 17(4): 355-362. doi: 10.1016/S0886-7798(02)00038-X
    [9]
    叶飞, 姜同虎, 张金龙, 等. 山岭公路隧道施工技术综合分析[J]. 筑路机械与施工机械化, 2011, 28(10): 22-29. https://www.cnki.com.cn/Article/CJFDTOTAL-ZLJX201110026.htm

    YE Fei, JIANG Tong-hu, ZHANG Jin-long, et al. Comprehensive analysis on construction technology of mountain tunnel[J]. Road Machinery and Construction Mechanization, 2011, 28(10): 22-29. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZLJX201110026.htm
    [10]
    石效民, 邓洪亮, 张宇华, 等. 浅埋偏压隧道施工过程围岩应力变化规律研究[J]. 施工技术, 2011, 40(3): 57-59, 66. https://www.cnki.com.cn/Article/CJFDTOTAL-SGJS201103021.htm

    SHI Xiao-min, DENG Hong-liang, ZHANG Yu-hua, et al. Stress variation rule of surrounding rock in the shallow tunnel excavation[J]. Construction Technology, 2011, 40(3): 57-59, 66. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-SGJS201103021.htm
    [11]
    赵占厂, 谢永利, 杨晓华, 等. 黄土公路隧道衬砌受力特性测试研究[J]. 中国公路学报, 2004, 17(1): 66-69. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200401016.htm

    ZHAO Zhan-chang, XIE Yong-li, YANG Xiao-hua, et al. Observation research on the mechanical characteristic of highway tunnel lining in loess[J]. China Journal of Highway and Transport, 2004, 17(1): 66-69. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200401016.htm
    [12]
    来弘鹏, 谢永利, 杨晓华. 黄土公路隧道受力特性测试[J]. 长安大学学报: 自然科学版, 2005, 25(6): 53-56. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200506012.htm

    LAI Hong-peng, XIE Yong-li, YANG Xiao-hua. Mechanical characteristic of highway tunnel lining in loess[J]. Journal of Chang'an University: Natural Science Edition, 2005, 25(6): 53-56. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200506012.htm
    [13]
    周丁恒, 曹力桥, 王晓形, 等. 浅埋大断面大跨度连拱隧道支护体系现场监测试验研究[J]. 岩土工程学报, 2010, 32(10): 1573-1581. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201010017.htm

    ZHOU Ding-heng, CAO Li-qiao, WANG Xiao-xing, et al. In-situ tests on lining system of double-arch tunnel with shallow large section and span[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(10): 1573-1581. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201010017.htm
    [14]
    MOLLON G, DIAS D, SOUBRA A H. Face stability analysis of circular tunnels driven by apressurized shield[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2010, 136(1): 215-229.
    [15]
    VERMEER P A, RUSE N, MARCHER T. Tunnel heading stability in drained ground[J]. Felsbau, 2002, 20(6): 8-18.
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