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Volume 44 Issue 11
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ZHONG Zu-liang, DIAO Xiao-jun, LIU Xin-rong. Method for calculating frictional resistance of long-distance pipejacking in deeply buried rock strata[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(11): 2063-2070. DOI: 10.11779/CJGE202211012
Citation: ZHONG Zu-liang, DIAO Xiao-jun, LIU Xin-rong. Method for calculating frictional resistance of long-distance pipejacking in deeply buried rock strata[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(11): 2063-2070. DOI: 10.11779/CJGE202211012
shu

Method for calculating frictional resistance of long-distance pipejacking in deeply buried rock strata

  • 1.

    School of Civil Engineering, Chongqing University, Chongqing 400045, China

  • 2.

    National Joint Engineering Research Center for Prevention and Control of Environmental Geological Hazards in the TGR Area (Chongqing University), Chongqing 400045, China

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  • Received Date: October 19, 2021
  • Available Online: December 08, 2022
    Graphical Abstract
    • Abstract
  • The pipe jacking method has the advantages of high efficiency, safety, environmental protection and reliable quality, and is widely used in soil strata. In order to meet the demand for rapid construction of water conservancy projects and municipal projects, pipe jacking is also used in rocky strata, but there is a lack of research on the calculation of the frictional resistance of long-distance pipe jacking in deeply buried rock. Based on the first long-distance pipe jacking case in rock in China, Guanjingkou water conservancy project of Chongqing, through the field tests on jacking force it is found that the pipe- rock friction resistance is mainly affected by the filling of over-excavation gap and the injected lubricating mud, and the former has a greater impact. According to different degrees of the filling of the over-excavated gap with sediment, three mechanical models for the contact between pipe and rock are proposed, and based on the elastic-plasticity theory and the coordinated deformation between the pipe and the filling, the formulae for calculating the frictional resistance of the pipe are derived for each mechanical model. The applicability of the formulae for the frictional resistance in deeply buried rock strata is verified by comparing the calculated values of the frictional resistance with the measured ones.
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    • References (23)
  • [1]
    SOFIANOS A I, LOUKAS P, CHANTZAKOS C. Pipe jacking a sewer under Athens[J]. Tunnelling and Underground Space Technology, 2004, 19(2): 193–203. doi: 10.1016/S0886-7798(03)00108-1
    [2]
    MILLIGAN G W E, NORRIS P. Pipe-soil interaction during pipe jacking[J]. Proceedings of the Institution of Civil Engineers Geotechnical Engineering, 1999, 137(1): 27–44. doi: 10.1680/gt.1999.370104
    [3]
    HASLEM R F. Pipe-jacking forces: from practice to theory[J]. Thomas Telford, 1986: 173.
    [4]
    叶艺超, 彭立敏, 杨伟超, 等. 考虑泥浆触变性的顶管顶力计算方法[J]. 岩土工程学报, 2015, 37(9): 1653–1659. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201509016.htm

    YE Yi-chao, PENG Li-min, YANG Wei-chao, et al. Calculation of jacking force for pipe-jacking considering mud slurry thixotropy[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(9): 1653–1659. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201509016.htm
    [5]
    王双, 夏才初, 葛金科. 考虑泥浆套不同形态的顶管管壁摩阻力计算公式[J]. 岩土力学, 2014, 35(1): 159–166, 174. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201401024.htm

    WANG Shuang, XIA Cai-chu, GE Jin-ke. Formulae of lateral friction resistance for pipe-jacking considering different forms of mud screen[J]. Rock and Soil Mechanics, 2014, 35(1): 159–166, 174. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201401024.htm
    [6]
    张鹏, 谈力昕, 马保松. 考虑泥浆触变性和管土接触特性的顶管摩阻力公式[J]. 岩土工程学报, 2017, 39(11): 2043–2049. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201711014.htm

    ZHANG Peng, TAN Li-xin, MA Bao-song. Formulae for frictional resistance considering mud thixotropy and pipe-soil contact characteristics[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(11): 2043–2049. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201711014.htm
    [7]
    TERZAGHI K T. Theoretical Soil Mechanics[M]. New York: John Wiley & Sons Inc, 1943.
    [8]
    给水排水工程管道结构设计规范: GB 50332—2002[S]. 2003.

    Structural design code for pipelines of water supply and waste water engineering: GB 50332—2002[S]. 2003. (in Chinese)
    [9]
    Standard Practice for Direct Design of Precast Concrete Pipe for Jacking in Trenchless Construction[S]. Virginia: The American Society of Civil Engineers, 2001.
    [10]
    ATV-A 161 E-90 Structural Calculation of Driven Pipes[S]. Hennef: German ATV Rules and Standards, 1990.
    [11]
    Pipe-Jacking Application[S]. Tokyo: Japan Micro Tunneling Association, 2000.
    [12]
    ZHANG H F, ZHANG P, ZHOU W, et al. A new model to predict soil pressure acting on deep burial jacked pipes[J]. Tunnelling and Underground Space Technology, 2016, 60: 183–196. doi: 10.1016/j.tust.2016.09.005
    [13]
    ATKINSON, J H, POTTS, D M. Stability of a shallow circular tunnel in cohesionless soil[J]. Géotechnique, 1977, 27(2): 203–215. doi: 10.1680/geot.1977.27.2.203
    [14]
    STAHELI K. Jacking Force Prediction: An Interface Friction Approach Based on Pipe Surface Roughness[D]. Atlanta: Georgia Institute of Technology, 2006.
    [15]
    BARLA M, CAMUSSO M, AIASSA S. Analysis of jacking forces during microtunnelling in limestone[J]. Tunnelling and Underground Space Technology, 2006, 21(6): 668–683. doi: 10.1016/j.tust.2006.01.002
    [16]
    SHEIL B B, CURRAN B G, MCCABE B A. Experiences of utility microtunnelling in Irish limestone, mudstone and sandstone rock[J]. Tunnelling and Underground Space Technology, 2016, 51: 326–337. doi: 10.1016/j.tust.2015.10.019
    [17]
    ONG D E L, CHOO C S. Assessment of non-linear rock strength parameters for the estimation of pipe-jacking forces. Part 1. Direct shear testing and backanalysis[J]. Engineering Geology, 2018, 244: 159–172.
    [18]
    ZHONG Z L, LI C, LIU X R, et al. Assessment of experimental friction parameters and contact property of pipe string for the estimation and verification of a solution for pipe stuck in the China's first rock pipe jacking[J]. Tunnelling and Underground Space Technology, 2021, 107: 103671.
    [19]
    LI C, ZHONG Z L, LIU X R, et al. The investigation of ultra-long-distance concrete pipe stuck in quartz sandstone formation using numerical simulation[J]. Arabian Journal of Geosciences, 2018, 11(21): 1–17.
    [20]
    STEIN D, MÖLLERS K, BIELECKI R, et al. Microtunnelling: Installation and Renewal of Nonman-Size Supply and Sewage Lines by the Trenchless Construction Method[M]. Berlin: Ernst & Sohn Verlag fur Architektur und technische Wissenschaften, 1989.
    [21]
    CHOO C S, ONG D E L. Evaluation of pipe-jacking forces based on direct shear testing of reconstituted tunneling rock spoils[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2015, 141(10): 4015044.
    [22]
    YU Xue-fu. Stability Analysis of Surrounding Rock of Underground Engineering[M]. Beijing: China Coal Industry Publishing House, 1983. (in Chinese)
    [23]
    VLACHOPOULOS N, DIEDERICHS M S. Improved longitudinal displacement profiles for convergence confinement analysis of deep tunnels[J]. Rock Mechanics and Rock Engineering, 2009, 42(2): 131–146.
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