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Volume 43 Issue 10
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JI Jian, ZHANG Zhe-ming, XIA Jia-cheng, MIN Fan-lu, WU Zhi-jun. Inverse reliability-based design of limit support pressure for tunnel face stability[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(10): 1825-1833. DOI: 10.11779/CJGE202110008
Citation: JI Jian, ZHANG Zhe-ming, XIA Jia-cheng, MIN Fan-lu, WU Zhi-jun. Inverse reliability-based design of limit support pressure for tunnel face stability[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(10): 1825-1833. DOI: 10.11779/CJGE202110008
shu

Inverse reliability-based design of limit support pressure for tunnel face stability

  • 1.

    Key Laboratory of Geomechanics and Embankment Engineering, Ministry of Education, Hohai University, Nanjing 210024, China

  • 2.

    College of Civil and Transportation Engineering, Hohai University, Nanjing 210024, China

  • 3.

    College of Civil Engineering, Wuhan University, Wuhan 430072, China

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  • Received Date: February 05, 2021
  • Available Online: December 02, 2022
    Graphical Abstract
    • Abstract
  • The possibility of reliability-based design (RBD) for shallow circular tunnels is explored using the simplified inverse first-order reliability method (FORM). The inverse reliability analysis can directly offer some design information that meets the targeted reliability index, and the calculation procedure can be easily implemented in the original space of random variables. In the tunnel face stability analysis, the deterministic results of the support pressures are obtained through the three-dimensional finite element limit analysis (FELA), and the limit state functions are established for the collapse and blow-out failure modes of the excavated face, respectively. In the probabilistic study, the inverse reliability method shows adequate accuracy by comparing with Monte Carlo simulations. On this basis, a series of probability analysis and RBD of the limit support pressures for maintaining the tunnel face stability in cohesive soil and sandy soil strata are carried out. Some insightful RBD results are obtained with respect to different scenarios of shear strength uncertainties. Finally, the effects of spatial variability of shear strength parameters of soils on the required support pressures of tunnel face are discussed.
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    • References (25)
  • [1]
    VERMEER P A, RUSE N, MARCHER T. Tunnel heading stability in drained ground[J]. Felsbau, 2002, 20(6): 8-18.
    [2]
    李伟平, 李兴, 薛亚东, 等. 砂卵石地层浅埋盾构隧道开挖面稳定模型试验[J]. 岩土工程学报. 2018, 40(增刊2): 199-203. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2018S2042.htm

    LI Wei-Ping, LI Xing, XUE Ya-dong, et al. Model tests on face stability of shallow shield tunnels in sandy cobble strata[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S2): 199-203. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2018S2042.htm
    [3]
    吕玺琳, 王浩然, 黄茂松. 盾构隧道开挖面稳定极限理论研究[J]. 岩土工程学报, 2011, 33(1): 57-62. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201101012.htm

    LÜ Xi-lin, WANG Hao-ran, HUANG Mao-song. Limit theoretical study on face stability of shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(1): 57-62. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201101012.htm
    [4]
    WILSON D W, ABBO A J, SLOAN S W, et al. Undrained stability of a circular tunnel where the shear strength increases linearly with depth[J]. Canadian Geotechnical Journal, 2011, 48(9): 1328-1342. doi: 10.1139/t11-041
    [5]
    ZHANG F, GAO Y, WU Y, et al. Face stability analysis of large-diameter slurry shield-driven tunnels with linearly increasing undrained strength[J]. Tunnelling and Underground Space Technology, 2018, 78: 178-187. doi: 10.1016/j.tust.2018.04.018
    [6]
    XIANG Y, LIU H, ZHANG W, et al. Application of transparent soil model test and DEM simulation in study of tunnel failure mechanism[J]. Tunnelling and Underground Space Technology, 2018, 74: 178-184. doi: 10.1016/j.tust.2018.01.020
    [7]
    LOW B K, EINSTEIN H H. Reliability analysis of roof wedges and rockbolt forces in tunnels[J]. Tunnelling and Underground Space Technology, 2013, 38: 1-10. doi: 10.1016/j.tust.2013.04.006
    [8]
    LÜ Q, XIAO Z, JI J, et al. Reliability based design optimization for a rock tunnel support system with multiple failure modes using response surface method[J]. Tunnelling and Underground Space Technology, 2017, 70: 1-10. doi: 10.1016/j.tust.2017.06.017
    [9]
    MOLLON G, DIAS D, SOUBRA A H. Probabilistic analysis of circular tunnels in homogeneous soil using response surface methodology[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2009, 135(9): 1314-1325. doi: 10.1061/(ASCE)GT.1943-5606.0000060
    [10]
    PAN Q J, DIAS D. Probabilistic evaluation of tunnel face stability in spatially random soils using sparse polynomial chaos expansion with global sensitivity analysis[J]. Acta Geotechnica, 2017, 12(6): 1415-1429. doi: 10.1007/s11440-017-0541-5
    [11]
    蒋水华, 刘贤, 曾绍慧, 等. 盾构隧道开挖面稳定非侵入式可靠度分析[J]. 地下空间与工程学报, 2019, 15(增刊2): 583-589. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE2019S2012.htm

    JIANG Shui-hua, LIU Xian, ZENG Shao-hui, et al. Non-intrusive reliability analysis on excavation face stability of shield-driven tunnels[J]. Chinese Journal of Underground Space and Engineering, 2019, 15(S2): 583-589. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BASE2019S2012.htm
    [12]
    LOW B K, TANG W H. Reliability analysis using object- oriented constrained optimization[J]. Structural Safety, 2004, 26(1): 69-89. doi: 10.1016/S0167-4730(03)00023-7
    [13]
    RACKWITZ R, FLESSLER B. Structural reliability under combined random load sequences[J]. Computers & Structures, 1978, 9(5): 489-494.
    [14]
    JI J, KODIKARA J K. Efficient reliability method for implicit limit state surface with correlated non-Gaussian variables[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2015, 39(17): 1898-1911. doi: 10.1002/nag.2380
    [15]
    JI J, ZHANG C, GAO Y, et al. Reliability-based design for geotechnical engineering: an inverse FORM approach for practice[J]. Computers and Geotechnics, 2019, 111: 22-29. doi: 10.1016/j.compgeo.2019.02.027
    [16]
    SHIAU J, AL-ASADI F. Determination of critical tunnel heading pressures using stability factors[J]. Computers and Geotechnics, 2020, 119: 103345. doi: 10.1016/j.compgeo.2019.103345
    [17]
    赵明华, 张锐. 有限元上限分析网格自适应方法及其工程应用[J]. 岩土工程学报, 2016, 38(3): 537-545. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201603021.htm

    ZHAO Ming-hua, ZHANG Rui. Adaptive mesh refinement of upper bound finite element method and its applications in geotechnical engineering[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(3): 537-545. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201603021.htm
    [18]
    Optum CE[CP]. Optum Computational Engineering, 2019. https://www.optumce.com.
    [19]
    ZHANG W, MENG F, CHEN F, et al. Effects of spatial variability of weak layer and seismic randomness on rock slope stability and reliability analysis[J]. Soil Dynamics and Earthquake Engineering, 2021, 146: 106735. doi: 10.1016/j.soildyn.2021.106735
    [20]
    LIU H, LOW B K. Reliability-based design of tunnelling problems and insights for Eurocode 7[J]. Computers and Geotechnics, 2018, 97: 42-51. doi: 10.1016/j.compgeo.2017.12.005
    [21]
    MOLLON G, DIAS D, SOUBRA A. Range of the safe retaining pressures of a pressurized tunnel face by a probabilistic approach[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2013, 139(11): 1954-1967. doi: 10.1061/(ASCE)GT.1943-5606.0000911
    [22]
    程红战, 陈健, 胡之锋, 等. 考虑砂土抗剪强度空间变异性的盾构开挖面稳定性分析[J]. 岩土力学, 2018, 39(8): 3047-3054. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201808040.htm

    CHENG Hong-zhan, CHEN Jian, HU Zhi-feng, et al. Face stability analysis for a shield tunnel considering spatial variability of shear strength in sand[J]. Rock and Soil Mechanics, 2018, 39(8): 3047-3054. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201808040.htm
    [23]
    ZHANG W, JI J, GAO Y, et al. Spatial variability effect of internal friction angle on the post-failure behavior of landslides using a random and non-Newtonian fluid based SPH method[J]. Geoscience Frontiers, 2020, 11(4): 1107-1121. doi: 10.1016/j.gsf.2020.02.003
    [24]
    仉文岗, 王琦, 刘汉龙, 等. 岩体空间变异性对隧道拱顶失效概率的影响[J]. 岩土力学, 2021, 42(5): 1462-1472. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX202105028.htm

    ZHANG Wen-gang, WANG Qi, LIU Han-long, et al. Influence of rock mass spatial variability on probability of tunnel roof wedge failure[J]. Rock and Soil Mechanics, 2021, 42(5): 1462-1472. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX202105028.htm
    [25]
    HUANG J, LYAMIN A V, GRIFFITHS D V, et al. Quantitative risk assessment of landslide by limit analysis and random fields[J]. Computers and Geotechnics, 2013, 53: 60-67.
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