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Volume 36 Issue 7
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LIN Cun-gang, LIU Gan-bin, LIANG Rong-zhu, XIA Tang-dai. Influences of tunnel slope on shield tunnelling-induced heave and subsidence of ground surface[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(7): 1203-1212. DOI: 10.11779/CJGE201407003
Citation: LIN Cun-gang, LIU Gan-bin, LIANG Rong-zhu, XIA Tang-dai. Influences of tunnel slope on shield tunnelling-induced heave and subsidence of ground surface[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(7): 1203-1212. DOI: 10.11779/CJGE201407003
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Influences of tunnel slope on shield tunnelling-induced heave and subsidence of ground surface

  • 1. College of Civil, Construction and Environmental Engineering, Ningbo University, Ningbo 315211, China; 2. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China

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  • Received Date: December 22, 2013
  • Published Date: July 24, 2014
    Graphical Abstract
    • Abstract
  • Based on the Mindlin solution, the vertical movements of ground surface induced by the vertical component of the additional thrust at the excavation face and the friction force imposed on the surrounding soils by the shield skin are calculated through numerical integration. The results are verified by field observations. The analysis indicates that the longitudinal ground surface is expected to be globally heaved due to the vertical component of the additional thrust and the friction force, and the point where the maximum heave observed moves to the cutter-head with the increase of pitch angle of shield tunnelling. Under a fixed pitch angle, the maximum heave of ground surface declines exponentially with the increase of tunnel depth.
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    • References (35)
  • [1]
    PECK R B. Deep excavations and tunneling in soft ground[C]// Proceedings of 7th International Conference on Soil Mechanics and Foundation Engineering. Mexico City, 1969: 225-290.
    [2]
    YOSHIKOSHI W, WATANABE O, TAKAGI N. Prediction of ground settlements associated with shield tunnelling[J]. Soils and Foundations, 1978, 18(4): 47-59.
    [3]
    CLOUGH G W, SCHMIDT B. Design and performance of excavations and tunnels in soft clay[C]// Soft Clay Engineering. Amsterdam: Elsevier Scientific Publishing Company, 1981: 569-636.
    [4]
    O'REILLY M P, NEW B M. Settlements above tunnels in the United Kingdom-their magnitude and prediction[C]// Proceeding of Tunnelling’ 82 Symposium. London, 1982: 173-181.
    [5]
    MAIR R J, TAYLOR R N. BRACEGIRDLE A. Subsurface settlement profiles above tunnels in clays[J]. Géotechnique, 1993, 43(2): 315-320.
    [6]
    CELESTINO T B, GOMES R A M P, BORTOLUCCI A A. Errors in ground distortions due to settlement trough adjustment[J]. Tunnelling and Underground Space Technology, 2000, 15(1): 97-100.
    [7]
    VORSTER T E, KLAR A, SOGA K, et al. Estimating the effects of tunneling on existing pipelines[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2005, 131(11): 1399-1410.
    [8]
    JONES B. Low-volume-loss tunnelling for London ring main extension[J]. Proceedings of the ICE-Geotechnical Engineering, 2010, 163(3): 167-185.
    [9]
    SAGASETA C. Analysis of undrained soil deformation due to ground loss[J]. Géotechnique, 1987, 38(7): 301-320.
    [10]
    VERRUIJT A, BOOKER J R. Surface settlements due to deformation of a tunnel in an elastic half plane[J]. Géotechnique, 1996, 46(4): 753-756.
    [11]
    LOGANATHAN N, POULOS H G. Analytical prediction for tunneling-induced ground movements in clays[J]. Journal of Geotechnical and Geoenvironmental Engineering,1998, 124(9): 846-856.
    [12]
    LOGANATHAN N, POULOS H G, XU K J. Ground and pile-group responses due to tunnelling[J]. Soils and Foundations, 2001, 41(1): 57-67.
    [13]
    CHI S Y, CHERN J C, LIN C C. Optimized back-analysis for tunneling-induced ground movement using equivalent ground loss model[J]. Tunnelling and Underground Space Technology, 2001, 16(3): 159-165.
    [14]
    PARK K H. Elastic solution for tunneling-induced ground movements in clays[J]. International Journal of Geomechanics, 2004, 4(4): 310-318.
    [15]
    PARK K H. Analytical solution for tunnelling-induced ground movement in clays[J]. Tunnelling and Underground Space Technology, 2005, 20(3): 249-261.
    [16]
    ROWE R K, LO K Y, KACK G J. A method of estimating surface settlement above tunnels constructed in soft ground[J]. Canadian Geotechnical Journal, 1983, 20(1): 11-22.
    [17]
    DIAS D, KASTNER R. Movements caused by the excavation of tunnels using face pressurized shields-Analysis of monitoring and numerical modelling results[J]. Engineering Geology, 2013, 152(1): 17-25.
    [18]
    LEE K M, JI H W, SHEN C K, et al. Ground response to the construction of Shanghai metro tunnel-line 2[J]. Soils and Foundations, 1999, 39(3): 113-134.
    [19]
    MARSHALL A M, FARRELL R, KLAR A, et al. Tunnels in sands: the effect of size, depth and volume loss on greenfield displacements[J]. Géotechnique, 2012, 62(5): 385-399.
    [20]
    林存刚, 张忠苗, 吴世明, 等. 软土地层盾构隧道施工引起的地面隆陷研究[J]. 岩石力学与工程学报, 2011, 30(12): 2583-2592. (LIN Cun-gang, ZHANG Zhong-miao, WU Shi-ming, et al. Study of ground heave and subsidence induced by shield tunnelling in soft ground[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(12): 2583-2592. (in Chinese))
    [21]
    张冬梅, 黄宏伟, 林平, 等. 地铁盾构推进引起周围土体附加应力的分析[J]. 地下空间, 1999, 19(5): 379-394. (ZHANG Dong-mei, HUANG Hong-wei, LIN Ping, et al. Additional stresses of surrounding soils induced by metro shield tunneling[J]. Underground Space, 1999, 19(5): 379-394. (in Chinese))
    [22]
    胡昕, 黄宏伟. 相邻平行顶管推进引起附加荷载的力学分析[J]. 岩土力学, 2001, 22(1): 75-77. (HU Xin, HUANG Hong-wei. Mechanical analysis of superimposed load introduced by propulsion of adjacent parallel pipe[J].Rock and Soil Mechanics, 2001, 22(1): 75-77. (in Chinese))
    [23]
    黄宏伟, 胡昕. 顶管施工力学效应的数值模拟分析[J]. 岩石力学与工程学报, 2003, 22(3): 400-406. (HUANG Hong-wei, HU Xin. 3D numerical analysis on construction mechanics effect of pipe-jacking[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(3): 400-406. (in Chinese))
    [24]
    魏纲, 徐日庆. 软土隧道盾构法施工引起的纵向地面变形预测[J]. 岩土工程学报, 2005, 27(9): 1077-1081. (WEI Gang, XU Ri-qing. Prediction of longitudinal ground deformation due to tunnel construction with shield in soft soil[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(9): 1077-1081. (in Chinese))
    [25]
    施成华. 城市隧道施工地层变形时空统一预测理论及应用研究[D]. 长沙: 中南大学土木建筑学院, 2007: 75-131. (SHI Cheng-hua. Study on time-space united calculating theory of stratum deformation for tunnel excavation in urban and its application[D]. Changsha: Central South University, 2007: 75-131. (in Chinese))
    [26]
    施成华, 彭立敏, 雷明锋. 盾构法施工隧道地层变形时空统一预测方法研究[J]. 岩土力学, 2009, 30(8): 2379-2384. (SHI Cheng-hua, PENG Li-min, LEI Ming-feng. Study of time-space united calculating method of stratum deformation caused by shield tunnel excavation[J]. Rock and Soil Mechanics, 2009, 30(8): 2379-2384. (in Chinese))
    [27]
    齐静静, 徐日庆, 魏纲, 等. 隧道盾构法施工引起周围土体附加应力分析[J]. 岩土力学, 2008, 29(2): 529-544. (QI Jing-jing, XU Ri-qing, WEI Gang, et al. Analysis of superimposed stress of surrounding soil due to shield tunneling[J]. Rock and Soil Mechanics, 2008, 29(2): 529-544. (in Chinese))
    [28]
    唐晓武, 朱 季, 刘 维, 等. 盾构施工过程中的土体变形研究[J]. 岩石力学与工程学报, 2010, 29(2): 417-422. (TANG Xiao-wu, ZHU Ji, LIU Wei, et al. Research on soil deformation during shield construction process[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(2): 417-422. (in Chinese))
    [29]
    MINDLIN R D. Force at a point in the interior of a semi-infinite solid[J]. Journal of Applied Physics, 1936, 7(5): 195-202.
    [30]
    POULOS H G, DAVIS E H. Elastic solutions for soil and rock mechanics[M]. New York, London, Sydney, Toronto: John Wiley & Sons,inc. 1974.
    [31]
    张子新, 胡 文, 刘 超, 等. 地面出入式盾构法隧道新技术大型模型试验与工程应用研究[J]. 岩石力学与工程学报, 2013, 32(11): 2161-2169. (ZHANG Zi-xin, HU wen, LIU Chao, et al. Investigation of ground pass shield tunnelling method based on large-scale model test and its engineering application[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(11): 2161-2169. (in Chinese))
    [32]
    ATTEWELL P B, FARMER I W. Ground deformations resulting from shield tunnelling in London clay[J]. Canadian Geotechnical Journal, 1974, 11(3): 380-395.
    [33]
    LEE K M, ROWE R K, LO K Y. Subsidence owing to tunneling: I Estimating the gap parameter[J]. Canadian Geotechnical Journal, 1992, 29(6): 929-940.
    [34]
    许宏发, 吴华杰, 郭少平, 等. 桩土接触面单元参数分析[J]. 探矿工程(岩土钻掘工程), 2002(5): 10-12. (XU Hong-fa, WU Hua-jie, GUO Shao-ping, et al. Study on the parameters of pile-soil contact surface element[J]. Exploration Engineering: Rock and Soil Drilling and Tunneling, 2002(5): 10-12. (in Chinese))
    [35]
    徐芝纶. 弹性力学[M]. 北京: 高等教育出版社, 1990: 16-19. (XU Zhi-lun. Mechanics of elasticity[M]. Beijing: Higher Education Press, 1990: 16-19. (in Chinese))
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