Failure responses of rock tunnel faces during excavation through the fault-fracture zone

Alija, 2014, Study of the unexpected collapse of the Ampurdán tunnel (Spain) using a finite elements model, Bulletin of Engineering Geology and the Environment, 73, 451, 10.1007/s10064-013-0534-z Anagnostou, 1996, Face stability conditions with earth-pressure-balanced shields, Tunnelling and Underground Space Technology, 11, 165, 10.1016/0886-7798(96)00017-X Anura Code (2021). https://www.anuracode.com/. Augarde, 2003, Stability of an undrained plane strain heading revisited, Computers and Geotechnics, 30, 419, 10.1016/S0266-352X(03)00009-0 Aydan, 1996, The squeezing potential of rock around tunnels: Theory and prediction with examples taken from Japan, Rock Mechanics and Rock Engineering, 29, 125, 10.1007/BF01032650 Bandara, 2016, Modelling landslides in unsaturated slopes subjected to rainfall infiltration using material point method, International Journal for Numerical and Analytical Methods in Geomechanics, 40, 1358, 10.1002/nag.2499 Bandara, 2015, Coupling of soil deformation and pore fluid flow using material point method, Computers and Geotechnics, 63, 199, 10.1016/j.compgeo.2014.09.009 Bhandari, 2016, Numerical modelling of seismic slope failure using MPM, Computers and Geotechnics, 75, 126, 10.1016/j.compgeo.2016.01.017 Cantieni, 2009, The effect of the stress path on squeezing behavior in tunneling, Rock Mechanics and Rock Engineering, 42, 289, 10.1007/s00603-008-0018-9 Cascini, 2010, Modeling of rainfall-induced shallow landslides of the flow-type, Journal of Geotechnical and Geoenvironmental Engineering, 136, 85, 10.1061/(ASCE)GT.1943-5606.0000182 Civil Engineering and Development Department (2009). Catalogue of notable tunnel failurecase histories. Civil engineering and development department report, Hong Kong, China. Chen, 2020, Failure mechanisms and modes of tunnels in monoclinic and soft-hard interbedded rocks: A Case Study, KSCE Journal of Civil Engineering, 24, 1357, 10.1007/s12205-020-1324-3 Cheng, X. (2014). Mechanism and redundancy study of some collapse problems in underground engineering [Doctoral dissertation, Tianjin University, China]. (in Chinese). Cheng, 2015, Post-failure behavior of tunnel heading collapse by MPM simulation, Science China (Technological Sciences), 58, 2139, 10.1007/s11431-015-5874-4 de Buhan, 1999, Face stability of shallow circular tunnels driven under the water table: A numerical analysis, International Journal for Numerical and Analytical Methods in Geomechanics, 23, 79, 10.1002/(SICI)1096-9853(199901)23:1<79::AID-NAG960>3.0.CO;2-T Fern, 2019, Modelling tunnel-induced deformations with the material point method, Computers and Geotechnics, 111, 202, 10.1016/j.compgeo.2019.03.017 Fernández, 2021, Three-dimensional face stability analysis of shallow tunnels using numerical limit analysis and material point method, Tunnelling and Underground Space Technology, 112, 10.1016/j.tust.2021.103904 Gao, 2020, Peridynamics simulation of surrounding rock damage characteristics during tunnel excavation, Tunnelling and Underground Space Technology, 97, 10.1016/j.tust.2020.103289 Hencher, 2019, The Glendoe Tunnel Collapse in Scotland, Rock Mechanics and Rock Engineering, 52, 4033, 10.1007/s00603-019-01812-w Hao, 2021, Effects of the major principal stress direction respect to the long axis of a tunnel on the tunnel stability: Physical model tests and numerical simulation, Tunnelling and Underground Space Technology, 114, 10.1016/j.tust.2021.103993 Health and Safety Executive (1996). Safety of new Austrian tunnelling method (NATM) Tunnels - A review of sprayed concrete lined tunnels with particular reference to London clay. Health and Safety Executive report, UK. Huang, 2018, Continuous field based upper bound analysis for three-dimensional tunnel face stability in undrained clay, Computers and Geotechnics, 94, 207, 10.1016/j.compgeo.2017.09.014 Huang, 2017, Experimental study on the dilatancy and fracturing behavior of soft rock under unloading conditions, International Journal of Civil Engineering, 15, 921, 10.1007/s40999-016-0144-9 Huang, 2018, Analysis of the stability of the shield tunnel excavation face considering fluid-solid coupling effect, Modern Tunnelling Technology, 55, 61 Jeon, 2004, Effect of a fault and weak plane on the stability of a tunnel in rock - A scaled model test and numerical analysis, International Journal of Rock Mechanics and Mining Sciences, 41, 658, 10.1016/j.ijrmms.2004.03.115 Jing, 2003, A review of techniques, advances and outstanding issues in numerical modelling for rock mechanics and rock engineering, International Journal of Rock Mechanics and Mining Sciences, 40, 283, 10.1016/S1365-1609(03)00013-3 Karampinos, 2015, Discrete element modelling of the buckling phenomenon in deep hard rock mines, International Journal of Rock Mechanics and Mining Sciences, 80, 346, 10.1016/j.ijrmms.2015.10.007 Kikumoto, 2017, Constitutive model for soft rocks considering structural healing and decay, Computers and Geotechnics, 91, 93, 10.1016/j.compgeo.2017.07.003 Klubertanz, 2009, Identification of mechanisms for landslide type initiation of debris flows, Engineering Geology, 109, 114, 10.1016/j.enggeo.2009.06.007 Lee, 2008, Determination of the round length for tunnel excavation in weak rock, Tunnelling and Underground Space Technology, 23, 221, 10.1016/j.tust.2007.04.001 Li, 2021, The material-structure duality of rock mass: Insight from numerical modeling, International Journal of Rock Mechanics and Mining Sciences, 144, 10.1016/j.ijrmms.2021.104821 Li, 2011, Water inrush mechanism study of fault activation induced by coupling effect of stress-seepage-damage, Journal of Rock Mechanics and Engineering, 30, 3295 Lu, 2020, Physical model tests and discrete element simulation of shield tunnel face stability in anisotropic granular media, Acta Geotechnica, 15, 3017, 10.1007/s11440-020-01041-4 Lu, 1994, A new implementation of the element free Galerkin method, Computer Methods in Applied Mechanics and Engineering, 113, 397, 10.1016/0045-7825(94)90056-6 Lucy, 1977, A numerical approach to the testing of the fission hypothesis, Astronomical Journal, 82, 1013, 10.1086/112164 Mair, R.J. (1996). Settlement effects of bored tunnels. Geotechnical Aspects of Underground Construction in Soft Ground (eds R.J.Mair and R.N.Taylor), Balkema, Rotterdam, 43–53. Martinelli, 2021, Investigation of the material point method in the simulation of cone penetration tests in dry sand, Computers and Geotechnics, 130, 10.1016/j.compgeo.2020.103923 Martinelli, 2017, Modeling dike failure using the material point method, Procedia Engineering, 175, 341, 10.1016/j.proeng.2017.01.042 Matheron, 1963, Principles of geostatistics, Economic Geology, 58, 1246, 10.2113/gsecongeo.58.8.1246 Paternesi, 2017, Numerical analyses of stability and deformation behavior of reinforced and unreinforced tunnel faces, Computers and Geotechnics, 88, 256, 10.1016/j.compgeo.2017.04.002 Peng, 2020, Deformation characteristics and failure modes of sandstones under discontinuous multi-level cyclic loads, Powder Technology, 373, 599, 10.1016/j.powtec.2020.06.076 Senent, 2013, Tunnel face stability in heavily fractured rock masses that follow the Hoek-Brown failure criterion, International Journal of Rock Mechanics and Mining Sciences, 60, 440, 10.1016/j.ijrmms.2013.01.004 Sharifzadeh, M., Javadi, M., & Zarei, H. R. (2002). The role of geological structures to tunnel inflow, modelling strategies and predictions. In Proceedings of the World Tunnel Congress: Tunnelling and Underground Space for a Global Society, May 21–23, 2012(pp. 483–484). Bangkok: ITA-AITES. http://hdl.handle.net/20.500.11937/75182. Shi, 2016, Strength reduction material point method for slope stability, Chinese Journal of Geotechnical Engineering, 38, 1678 Sorbino, 2013, Unsaturated soil mechanics in rainfall-induced flow landslides, Engineering Geology, 165, 105, 10.1016/j.enggeo.2012.10.008 Sterpi, 2004, A physical and numerical investigation on the stability of shallow tunnels in strain softening media, Rock Mechanics and Rock Engineering, 37, 277, 10.1007/s00603-003-0021-0 Sterpi, D., Cividini, A., Sakurai, A., & Nishitake, S. (1996). Laboratory model tests and numerical analysis of shallow tunnels. ISRM International Symposium - EUROCK 96. September 2–5. Turin, Italy. Sulsky, 1994, A particle method for history-dependent materials, Computer Methods in Applied Mechanics & Engineering, 118, 179, 10.1016/0045-7825(94)90112-0 Sun, 2018, Physical modeling of deformation failure mechanism of surrounding rocks for the deep-buried tunnel in soft rock strata during the excavation, Tunnelling and Underground Space Technology, 74, 247, 10.1016/j.tust.2018.01.022 Tanii, 2011, Design and construction of countermeasure for record-breaking land collapse, Proceedings of Tunnel Engineering, JSCE, 12, 297 Ukritchon, 2017, Three-dimensional undrained tunnel face stability in clay with a linearly increasing shear strength with depth, Computers and Geotechnics, 88, 146, 10.1016/j.compgeo.2017.03.013 Ukritchon, 2017, Undrained face stability of tunnels in Bangkok subsoils, International Journal of Geotechnical Engineering, 11, 262, 10.1080/19386362.2016.1214773 Ukritchon, 2019, Lower bound stability analysis of plane strain headings in Hoek-Brown rock masses, Tunnelling and Underground Space Technology, 84, 99, 10.1016/j.tust.2018.11.002 Wang, 2016, Development of an implicit material point method for geotechnical applications, Computers and Geotechnics, 71, 159, 10.1016/j.compgeo.2015.08.008 Wang, 2020, Analysis method of water inrush for tunnels with damaged water-resisting rock mass based on finite element method-smooth particle hydrodynamics coupling, Computers and Geotechnics, 126, 10.1016/j.compgeo.2020.103725 Wang, 2016, Material point strength reduction method and its application to slope engineering, Rock and Soil Mechanics, 37, 2672 Wang, 2019, Countermeasures to treat collapse during the construction of road tunnel in fault zone: A case study from the Yezhuping Tunnel in south Qinling, China, Environmental Earth Sciences, 78, 464, 10.1007/s12665-019-8481-z Wu, 2009, Cause of the “8.5” water burst incident at Yesanguan tunnel along the Yi-Wan railway, Carsologica Sinica, 28, 212 Xie, 2020, Data Fusion Based Surrounding Rock Stability Assessment on a Deep Burden Tunnel, Chinese Journal of Underground Space and Engineering, 16, 1108 Xue, 2022, Rock mass fracture maps prediction based on spatiotemporal image sequence modeling, Computer-Aided Civil and Infrastructure Engineering, 1–19 Yang, 2018, MPM based numerical simulation of large deformation process of soil flow, Journal of Engineering Geology, 26, 1463 Yerro, A. (2015). MPM modelling of landslides in brittle and unsaturated soils. [Doctoral dissertation, Virginia Polytechnic Institute and State University, USA]. Yerro, 2016, The material point method for unsaturated soils, Géotechnique, 65, 201, 10.1680/geot.14.P.163 Zhang, 2010, Material point method for dynamic analysis of saturated porous media (III): Two-phase material point method, Chinese Journal of Geotechnical Engineering, 32, 507 Zhang, 2021, Truncated hierarchical B-spline material point method for large deformation geotechnical problems, Computers and Geotechnics, 134, 10.1016/j.compgeo.2021.104097 Zhou, 2021, Multi-source data driven method for assessing the rock mass quality of a NATM tunnel face Via hybrid ensemble learning models, International Journal of Rock Mechanics and Mining Sciences, 147, 10.1016/j.ijrmms.2021.104914 Zhou, 2021, Probabilistic analysis of tunnel roof deflection under sequential excavation using ANN-based Monte Carlo simulation and simplified reliability approach, ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 7, 04021043, 10.1061/AJRUA6.0001170