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Volume 39 Issue 10
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WU Yi-min, LI Wen-bo, FU He-lin, LIU Min-jie. Numerical simulation of freeze-thaw in short period of secondary lining at tunnel transition section in seasonal frozen area[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(10): 1930-1935. DOI: 10.11779/CJGE201710023
Citation: WU Yi-min, LI Wen-bo, FU He-lin, LIU Min-jie. Numerical simulation of freeze-thaw in short period of secondary lining at tunnel transition section in seasonal frozen area[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(10): 1930-1935. DOI: 10.11779/CJGE201710023
shu

Numerical simulation of freeze-thaw in short period of secondary lining at tunnel transition section in seasonal frozen area

  • 1. School of Civil Engineering, Central South University, Changsha 410075, China;
    2. School of Civil Engineering and Architecture, Wuyi University, Jiangmen 529020, China

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  • Received Date: July 04, 2016
  • Published Date: October 24, 2017
    Graphical Abstract
    • Abstract
  • Repeated freeze-thaw in the lining and surrounding rock is always accompanied by weathering process such as cracking and spalling. The conventional frost-preventing theory will underestimate the freeze-thaw frequency because of the assumption that the ambient yearly temperature changes as sinusoidal function. A kind of automatic temperature recorder adapting to the low temperature environment is developed, through which the long-term and high frequency monitoring of lining surface temperature at tunnel transition section in seasonal frozen area is carried out. The difference equation for transient heat conduction of multilayer cylinder in one-dimension is also derived, whose calculation accuracy is verified by an example. The freeze-thaw process of lining surface temperature at tunnel transition section in seasonal frozen area is simulated after the monitored data are chosen as the boundary condition in the difference equation, and the impact of position of insulation layer on the freeze-thaw is discussed. The result shows that the temperature of the region fluctuates acutely, where it is shorter than 5 cm from the lining surface. A seasonal freezing and several freeze-thaw cycles in a short period appear in secondary lining inside every year. When the position of insulation layer is located between the secondary lining and the initial lining, the frequency of freeze-thaw cycle in a short period and the start and stop time of seasonal freezing change little, but the influence depth of freeze-thaw cycle in a short period is extended. When the position of insulation layer is located at the secondary lining surface, the inner temperature is always greater than 0℃, which is beneficial to the for frost-prevention of tunnels.
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  • [1]
    赖远明, 吴紫汪, 朱元林, 等. 寒区隧道冻胀力的黏弹性解析解[J]. 铁道学报, 1999(6): 70-74. (LAI Yuan-ming, WU Zi-wang, ZHU Yuan-lin, et al. Analytical viscoelastic solution for frost force of cold regional tunnels[J]. Journal of the China Railway Society, 1999(6): 70-74. (in Chinese))
    [2]
    周敏娟. 寒区隧道衬砌背部空洞积水冻胀力学分析[J]. 石家庄铁道大学学报:自然科学版, 2007, 20(4): 62-65. (ZHOU Min-juan. Mechanical analysis of water damage to tunnel lining in cold regions[J]. Journal of Shijiazhuang Railway Instiute (Nature science), 2007, 20(4): 62-65. (in Chinese))
    [3]
    张祉道, 王 联. 高海拔及严寒地区隧道防冻设计探讨[J]. 现代隧道技术, 2004, 41(3): 1-6. (ZHANG Zhi-dao, WANG Lian. Discussion on the design of tunnels in high elevation and bitter cold region[J]. Modern Tunnelling Technology, 2004, 41(3): 1-6. (in Chinese))
    [4]
    周小涵, 曾艳华, 范 磊, 等. 寒区隧道温度场的时空演化规律及温控措施研究[J]. 中国铁道科学, 2016, 37(3): 46-52. (ZHOU Xiao-han, ZENG Yan-hua, FAN Lei, et al. Temporal-spatial evolution laws of temperature filed in cold region tunnel and temperature control measures[J]. China Railway Science, 2016, 37(3): 46-52. (in Chinese))
    [5]
    耿 珂. 冻融循环对寒区隧道结构冻胀力的影响[J]. 冰川冻土, 2013, 35(4): 913-919. (GENG Ke. Impacts of freeze-thaw cycle on frost heaving forces on tunnel structures in cold regions[J]. Journal of Glaciology and Geocryology, 2013, 35(4): 913-919. (in Chinese))
    [6]
    LI W B, WU Y M, FU H L, et al. Long-term continuous in-situ monitoring of tunnel lining surface temperature in cold region and its application[J]. International Journal of Heat & Technology, 2015, 33(2): 39-44.
    [7]
    王保生, 张庆宁, 伍毅敏. 晋北地区气温的降尺度特征及其对隧道防冻的影响研究[J]. 公路隧道, 2014(2): 16-19. (WANG Bao-sheng, ZHANG Qing-ning, WU Yi-min. The characteristics of temperature downscaling and its influence on the tunnel anti-freezing in north shanxi area[J]. Highway Tunnel, 2014(2): 16-19. (in Chinese))
    [8]
    BARBOSA S M, ZAFRIR H, MALIK U, et al. Multiyear to daily radon variability from continuous monitoring at the Amram tunnel, southern Israel[J]. Geophysical Journal International, 2010, 182(2): 829-842.
    [9]
    KARL G H, STIG G. Moisture transport through sprayed concrete tunnel linings[J]. Rock Mechanics & Rock Engineering, 2015, 49: 1-30.
    [10]
    MATSUOKA N. Diurnal freeze-thaw depth in rockwalls: Field measurements and theoretical considerations[J]. Earth Surface Processes & Landforms, 1994, 19(5): 423-435.
    [11]
    THOMACHOT C, MATSUOKA N, KUCHITSU N, et al. Frost damage of bricks composing a railway tunnel monument in Central Japan: field monitoring and laboratory simulation[J]. Natural Hazards & Earth System Sciences, 2005, 5(4): 465-476.
    [12]
    关宝树. 隧道工程设计要点集[M]. 北京: 人民交通出版社, 2003. (GUAN Bao-shu. Key points in the design of tunnel engineering[M]. Beijing: China Communications Press, 2003. (in Chinese))
    [13]
    吕康成, 崔凌秋, 解赴东. 寒区隧道春融期渗漏水原因分析及预防方法[J]. 现代隧道技术, 2001, 38(4): 58-62. (LÜ Kang-cheng, CHUI Ling-qiu, XIE Fu-dong. Analysis and prevention of tunnel leakage at cold region during sprjng thawing period[J]. Modern Tunneing Technoogy, 2001, 38(4): 58-62. (in Chinese))
    [14]
    杨 波. 冻融作用下黄土隧道洞口段应力变形及病害问题研究[D]. 西安: 西安建筑科技大学, 2012. (YANG Bo. Research on stress deformation and disease of loess tunnel entrance under the action of freeze-thaw[D]. Xi'an: Xi'an University of Architecture, 2012. (in Chinese))
    [15]
    刘海京, 郑佳艳, 程崇国, 等. 大坂山隧道病害处治工程工艺设计与实证分析[J]. 重庆大学学报, 2011, 34(12): 138-143. (LIU Hai-jing, ZHENG Jia-yan, CHENG Chong-guo, et al. Rehabilitation project of the Dabanshan highland road tunnel[J]. Journal of Chongqing University, 2011, 34(12): 138-143. (in Chinese))
    [16]
    闫志刚. 小盘岭隧道渗漏与冰冻防治技术[J]. 公路交通技术, 2003(2): 59-61. (YAN Zhi-gang. Leak proof and frost prevention measures used in Xiaopanling Tunnel[J]. Technology of Highway and Transport, 2003(2): 59-61. (in Chinese))
    [17]
    赖远明, 吴紫汪, 张淑娟, 等. 寒区隧道保温效果的现场观察研究[J]. 铁道学报, 2003, 25(1): 81-86. (LAI Yuan-ming, WU Zi-wang, ZHANG Shu-juan, et al. In-situ observed study for effect of heatpreservation in cold regions tunnels[J]. Journal of the China Railway Society, 2003, 25(1): 81-86. (in Chinese))
    [18]
    谢红强, 何 川, 李永林. 寒区公路隧道保温层厚度的相变温度场研究[J]. 岩石力学与工程学报, 2007, 26(增刊2): 4395-4401. (XIE Hong-qiang, HE Chuan, LI Yong-lin. Study on insulating layer thickness by phase-change temperature field of highway tunnel in cold region[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(S2): 4395-4395. (in Chinese))
    [19]
    陈卫忠, 谭贤君, 于洪丹, 等. 低温及冻融环境下岩体热、水、力特性研究进展与思考[J]. 岩石力学与工程学报, 2011, 30(7): 1318-1336. (CHEN Wei-zhong, TAN Xian-jun, YU Hong-dan, et al. Advance and review on T-H-M characteristics of rock mass under condition of low temperature and freeze-thaw cycles[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(7): 1318-1336. (in Chinese))
    [20]
    谭贤君, 陈卫忠, 伍国军, 等. 低温冻融条件下岩体温度-渗流-应力-损伤(THMD)耦合模型研究及其在寒区隧道中的应用[J]. 岩石力学与工程学报, 2013, 32(2): 239-250. (TAN Xian-jun, CHEN Wei-zhong, WU Guo-jun, et al. Study of thermo-hydro-mechanical-damage(THMD) coupled model in the condition of freeze-thaw cycles and its application to the cold region tunnels[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(2): 239-250. (in Chinese))
    [21]
    赖远明, 吴紫汪, 朱元林, 等. 寒区隧道温度场、渗流场和应力场耦合问题的非线性分析[J]. 岩土工程学报, 1999, 21(5): 529-533. (LAI Yuan-ming, WU Zi-wang, ZHU Yuan-lin, et al. Nonlinear analyses for the couple problem of temperature, seepage and stress fields in cold region tunnels[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(5): 529-533. (in Chinese))
    [22]
    夏才初, 张国柱, 肖素光. 考虑衬砌和隔热层的寒区隧道温度场解析解[J]. 岩石力学与工程学报, 2010, 29(9): 1767-1773. (XIA Cai-chu, ZHANG Guo-zhu, XIAO Su-guang. Analytical solution to temperature fields of tunnel in cold region considering lining and insulation layer[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(9): 1767-1773. (in Chinese))
    [23]
    冯 强, 蒋斌松. 多层介质寒区公路隧道保温层厚度计算的一种解析方法[J]. 岩土工程学报, 2014(10): 1879-1887. (FENG Qiang, JIANG Bin-song. Analytical method for insulation layer thickness of highway tunnels with multilayer dielectric in cold regions[J]. Chinese Journal of Geotechnical Engineering, 2014(10): 1879-1887. (in Chinese))
    [24]
    张 耀, 何树生, 李靖波. 寒区有隔热层的圆形隧道温度场解析解[J]. 冰川冻土, 2009, 31(1): 113-118. (ZHANG Yao, HE Shu-sheng, LI Jing-bo. Analytic solutions for the temperature fields of a circular tunnel with insulation layer in cold region[J]. Journal of Glaciology and Geocryology, 2009, 31(1): 113-118. (in Chinese))
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