[1] LIU Y R, HOU S K, LI C Y, et al. Study on support time in double-shield TBM tunnel based on self-compacting concrete backfilling material[J]. Tunnelling and Underground Space Technology, 2020, 96:103212.
[2] 尚彦军, 杨志法, 曾庆利, 等. TBM施工遇险工程地质问题分析和失误的反思[J]. 岩石力学与工程学报, 2007, 26(12):2404-2411.SHANG Y J, YANG Z F, ZENG Q L, et al. Retrospective analysis of TBM accidents from its poor flexibility to complicated geological conditions[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(12):2404-2411. (in Chinese)
[3] FARROKH E, MORTAZAVI A, SHAMSI G. Evaluation of ground convergence and squeezing potential in the TBM driven Ghomroud tunnel project[J]. Tunnelling and Underground Space Technology, 2006, 21(5):504-510.
[4] 王焕明, 陈方明. 复杂地质区TBM卡机成因分析及脱困技术[J]. 人民长江, 2014, 45(3):66-69.WANG H M, CHEN F M. Cause analysis on TBM jam accident in adverse geological strata and jam-removing techniques[J]. Yangtze River, 2014, 45(3):66-69. (in Chinese)
[5] RAMONI M, ANAGNOSTOU G. The interaction between shield, ground and tunnel support in TBM tunnelling through squeezing ground[J]. Rock Mechanics and Rock Engineering, 2011, 44(1):37-61.
[6] AYDAN Ö, AKAGI T, KAWAMOTO T. The squeezing potential of rock around tunnels:Theory and prediction with examples taken from Japan[J]. Rock Mechanics and Rock Engineering, 1996, 29(3):125-143.
[7] CARRANZA-TORRES C, FAIRHURST C. Application of the convergence-confinement method of tunnel design to rock masses that satisfy the Hoek-Brown failure criterion[J]. Tunnelling and Underground Space Technology, 2000, 15(2):187-213.
[8] 温森, 徐卫亚. 洞室变形引起的双护盾TBM施工事故风险分析[J]. 岩石力学与工程学报, 2011, 30(S1):3060-3065.WEN S, XU W Y. Risk analysis of double shield TBM construction accident induced by tunnel deformation[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(S1):3060-3065. (in Chinese)
[9] ZHANG J Z, ZHOU X P. Time-dependent jamming mechanism for single-shield TBM tunneling in squeezing rock[J]. Tunnelling and Underground Space Technology, 2017, 69:209-222.
[10] HASANPOUR R, SCHMITT J, OZCELIK Y, et al. Examining the effect of adverse geological conditions on jamming of a single shielded TBM in Uluabat tunnel using numerical modeling[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2017, 9(6):1112-1122.
[11] 黄兴, 刘泉声, 彭星新, 等. 引大济湟工程TBM挤压大变形卡机计算分析与综合防控[J]. 岩土力学, 2017, 38(10):2962-2972.HUANG X, LIU Q S, PENG X X, et al. Analysis and comprehensive prevention-control for TBM jamming induced by squeezing deformation of surrounding rock around water diversion tunnel from Datong river into Huangshui river[J]. Rock and Soil Mechanics, 2017, 38(10):2962-2972. (in Chinese)
[12] 程建龙, 杨圣奇, 杜立坤, 等. 复合地层中双护盾TBM与围岩相互作用机制三维数值模拟研究[J]. 岩石力学与工程学报, 2016, 35(3):511-523.CHENG J L, YANG S Q, DU L K, et al. Three-dimensional numerical simulation on interaction between double-shield TBM and surrounding rock mass in composite ground[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(3):511-523. (in Chinese)
[13] 尚彦军, 史永跃, 曾庆利, 等. 昆明上公山隧道复杂地质条件下TBM卡机及护盾变形问题分析和对策[J]. 岩石力学与工程学报, 2005, 24(21):3858-3863.SHANG Y J, SHI Y Y, ZENG Q L, et al. TBM jamming and deformation in complicated geological conditions and engineering measures[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(21):3858-3863. (in Chinese)
[14] 徐鹏. 深部复合岩层流变力学行为及其对TBM卡机灾害影响机理研究[D]. 北京:中国矿业大学, 2018.XU P. Study on rheological behavior of deep buried composite rock and its influencing mechanism on TBM jamming disaster[D]. Beijing:China University of Mining and Technology, 2018. (in Chinese)
[15] LI C Y, HOU S K, LIU Y R, et al. Analysis on the crown convergence deformation of surrounding rock for double-shield TBM tunnel based on advance borehole monitoring and inversion analysis[J]. Tunnelling and Underground Space Technology, 2020, 103:103513.
[16] 温森, 杨圣奇, 董正方, 等. 深埋隧道TBM卡机机理及控制措施研究[J]. 岩土工程学报, 2015, 37(7):1271-1277.WEN S, YANG S Q, DONG Z F, et al. TBM jamming mechanism and control measures in deep buried tunnels[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(7):1271-1277. (in Chinese)
[17] ZHAO K, JANUTOLO M, BARLA G. A completely 3D model for the simulation of mechanized tunnel excavation[J]. Rock Mechanics and Rock Engineering, 2012, 45(4):475-497.
[18] SUN B, YANG S. An improved 3D finite difference model for simulation of double shield TBM tunnelling in heavily jointed rock masses:The DXL tunnel case[J]. Rock Mechanics and Rock Engineering, 2019, 52:2481-2488.
[19] VLACHOPOULOS N, DIEDERICHS M S. Improved longitudinal displacements profiles for convergence confinement analysis of deep tunnel[J]. Rock Mechanics and Rock Engineering, 2009, 42(2):131-146.
[20] ZHANG L, LIU Y R, YANG Q, et al. Study on time-dependent behavior and stability assessment of deep-buried tunnels based on internal state variable theory[J]. Tunnelling and Underground Space Technology, 2016, 51:164-174.
[21] 张泷. 基于内变量热力学的流变模型及岩体结构长期稳定性研究[D]. 北京:清华大学, 2015.ZHANG L. Research on rheological model based on thermodynamics with internal state variables and long-term stability of rock mass structures[D]. Beijing:Tsinghua University, 2015. (in Chinese)
[22] HASANPOUR R, ROSTAMI J, VNVER B. 3D finite difference model for simulation of double shield TBM tunneling in squeezing grounds[J]. Tunnelling and Underground Space Technology, 2014, 40:109-126.
[23] 刘泉声, 黄兴, 时凯, 等. 深部挤压性地层TBM掘进卡机孕育致灾机理[J]. 煤炭学报, 2014, 39(S1):75-82.LIU Q S, HUANG X, SHI K, et al. The mechanism of TBM shield jamming disaster tunnelling through deep squeezing ground[J]. Journal of China Coal Society, 2014, 39(S1):75-82. (in Chinese)
[24] Itasca Consulting Group, Inc. Fast Lagrangian analysis of continua in 3 dimensions, version 2.0, volume V:Appendices[R]. Itasca Consulting Group, Inc., 1997.
[25] DAY R A, POTTS D M. Zero thickness interface elements-numerical stability and application[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1994, 18(10):689-708.
