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Department of Civil Engineering University of British Columbia, 37. http:\u002F\u002Fwww.geosynthetica.com\u002FUploads\u002FNBanthia15Dec.pdf.\nBezuijen, 2004, Field measurements of grout pressures during tunnelling of the sophia rail tunnel, Soils Found., 44, 39, 10.3208\u002Fsandf.44.39\nBolton, M., Lu, Y., Sharma, J., 1996. Centrifuge models of tunnel construction and compensation grouting. Proceedings of the International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, 471-476. http:\u002F\u002Fpublications.eng.cam.ac.uk\u002F330807\u002F.\nCheng, 2015, Post-failure behavior of tunnel heading collapse by MPM simulation, Sci. China Technol. Sci., 58, 2139, 10.1007\u002Fs11431-015-5874-4\nDing, 2017, A review of metro construction in china: Organization, market, cost, safety and schedule, Front. Eng. Manage., 4, 4, 10.15302\u002FJ-FEM-2017015\nDing, 2019, The behavior of synchronous grouting in a quasi-rectangular shield tunnel based on a large visualized model test, Tunn. Undergr. Space Technol., 83, 409, 10.1016\u002Fj.tust.2018.10.006\nFern, 2019, Modelling tunnel-induced deformations with the material point method, Comput. Geotech., 111, 202, 10.1016\u002Fj.compgeo.2019.03.017\nHarris, 1994, Observations of ground and structure movements for compensation grouting during tunnel construction at waterloo station, Geotechnique, 44, 691, 10.1680\u002Fgeot.1994.44.4.691\nHu, 2003, Design and construction of a deep excavation in soft soils adjacent to the shanghai metro tunnels, Can. Geotech. J., 40, 933, 10.1139\u002Ft03-041\nHuang, 2017, Influence of spatial variability of soil young’s modulus on tunnel convergence in soft soils, Eng. Geol., 228, 357, 10.1016\u002Fj.enggeo.2017.09.011\nKasper, 2006, A numerical study of the effect of soil and grout material properties and cover depth in shield tunnelling, Comput. Geotech., 33, 234, 10.1016\u002Fj.compgeo.2006.04.004\nKatebi, 2015, Assessment the influence of ground stratification, tunnel and surface buildings specifications on shield tunnel lining loads (by fem), Tunn. Undergr. Space Technol., 49, 67, 10.1016\u002Fj.tust.2015.04.004\nKiriyama, 2005, Structure and construction examples of tunnel reinforcement method using thin steel panels, Nippon Steel Technical Report, 92, 45\nLambrughi, 2012, Development and validation of a 3d numerical model for tbm{epb mechanised excavations, Comput. Geotech., 40, 97, 10.1016\u002Fj.compgeo.2011.10.004\nLi, 2016, Influence of unloading disturbance on adjacent tunnels, Int. J. Rock Mech. Min. Sci., 84, 10, 10.1016\u002Fj.ijrmms.2016.01.014\nLiao, 2009, Shield tunneling and environment protection in shanghai soft ground, Tunn. Undergr. Space Technol., 24, 454, 10.1016\u002Fj.tust.2008.12.005\nLiu, 2017, Influence of the ground displacement and deformation of soil around a tunnel caused by shield backfilled grouting during construction, J. Perform. Constr. Facil, 31, 04016117, 10.1061\u002F(ASCE)CF.1943-5509.0000989\nLueprasert, 2015, Three dimensional finite element analysis for preliminary establishment of tunnel influence zone subject to pile loading, Maejo Int. J. Sci. Technol., 209\nLueprasert, 2017, Numerical investigation of tunnel deformation due to adjacent loaded pile and pile-soil-tunnel interaction, Tunn. Undergr. Space Technol., 70, 166, 10.1016\u002Fj.tust.2017.08.006\nMair, R., Hight, D., 1993. Report on session 4: displacement. http:\u002F\u002Fpublications.eng.cam.ac.uk\u002F331624\u002F.\nMOHURD, 2014. Code for monitoring measurement of urban rail transit engineering (GB50911-2013). http:\u002F\u002Fwww.nssi.org.cn\u002Fnssi\u002Ffront\u002F83513840.html.\nNguyen, V., 2014. 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Development of compensation grouting modelling and control system, in: Proceedings of the International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, 19-21. http:\u002F\u002Fpublications.eng.cam.ac.uk\u002F329896\u002F.\nSulsky, 1994, A particle method for history dependent materials, Comput. Methods Appl. Mech. Eng., 118, 179, 10.1016\u002F0045-7825(94)90112-0\nWang, 2016, Slope failure analysis using the random material point method, Geotech. Lett., 6, 113, 10.1680\u002Fjgele.16.00019\nWang, 2009, Factors influencing deformation of shanghai soft soil metro tunnel and deformation analysis, Underground Eng. Tunnels, 1, 1\nWisser, 2005, Numerical modelling of compensation grouting above shallow tunnels, Int. J. Numer. Anal. Meth. Geomech., 29, 443, 10.1002\u002Fnag.421\nWoo, 2018, Simulation of penetration of a foundation element in Tresca soil using the generalized interpolation material point method (gimp), Comput. Geotech., 94, 106, 10.1016\u002Fj.compgeo.2017.08.007\nXie, 2007, Evaluation of grout behind the lining of shield tunnels using ground-penetrating radar in the Shanghai metro line, china, J. Geophys. Eng., 4, 253, 10.1088\u002F1742-2132\u002F4\u002F3\u002FS03\nYe, 2009, Back-filled grouts diffusion model and its pressure to segments of shield tunnel, Rock and Soil Mechanics, 30, 1307\nZhang, 2018, Grouting based treatment of tunnel settlement: practice in shanghai, Tunn. Undergr. Space Technol., 80, 181, 10.1016\u002Fj.tust.2018.06.017\nZhang, 2010, Application of ground penetrating radar in grouting evaluation for shield tunnel construction, Tunn. Undergr. Space Technol., 25, 99, 10.1016\u002Fj.tust.2009.09.006\nZhao, T., Ding, W., Qiao, Y., Duan, C., 2019. A large-scale synchronous grouting test for a quasi-rectangular shield tunnel: Observation, analysis and interpretation. 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Space Technol., 25, 495, 10.1016\u002Fj.tust.2010.02.013\nBoisvert, 2007\nBroere, 2016, Urban underground space: solving the problems of today’s cities, Tunn. Undergr. Space Technol., 55, 245, 10.1016\u002Fj.tust.2015.11.012\nByers, 1998, The privatization of downtown public space: the emerging grade-separated city in North America, J. Plan. Edu. Res., 17, 189, 10.1177\u002F0739456X9801700301\nCarmody, 1993\nCorbett, 2009, Evolution of the second-story city: the Minneapolis skyway system, Environ. Plan. B: Plan. Des., 36, 711, 10.1068\u002Fb34066\nCui, 2012, The perception of accessibility and ease of orientation of underground pedestrian systems: a survey in Shanghai, Int. J. Urban Sci., 16, 301, 10.1080\u002F12265934.2012.743744\nCui, 2013, Underground pedestrian systems development in cities: influencing factors and implications, Tunn. Undergr. 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Int., 25, 95\nXing, 2010, Subway construction and spring protection in Jinan city., 417\nZharan, 2017, Decision-making on the integration of renewable energy in the mining industry: a case studies analysis, a cost analysis and a SWOT analysis, J. 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In: Proceedings of the Tenth International Symposium on Structural Engineering for Young Experts, October 19–21, 2008, Changsha, China.\nChen, 2010, Shaking table test of utility tunnel under non-uniform earthquake wave excitation, Soil Dynamics and Earthquake Engineering, 30, 1400, 10.1016\u002Fj.soildyn.2010.06.014\nHashash, 2001, Seismic design and analysis of underground structures, Tunnelling and Underground Space Technology, 16, 247, 10.1016\u002FS0886-7798(01)00051-7\nHuang, 2006, Development of large-scale laminar shear model box, Chinese Journal of Rock Mechanics and Engineering, 25, 2128\nLuzhen, 2010, Seismic response of underground utility tunnels: shaking table testing and FEM analysis, Earthquake Engineering and Engineering Vibration, 9, 555, 10.1007\u002Fs11803-010-0037-x\nJSCE, 1999, Tunnel and Underground Structure, in Investigation report on Hyogoken-Nambu Earthquake – Analysis of Civil Structure Damage. Japan Society of Civil Engineer (Chapter 5, in Japanese).\nMatsui, J., Ohtomo, K., Kawai, I., 2001. Research on streamlining seismic safety evaluation of underground reinforced concrete duct-type station-Part -3-Analytical simulation by RC Macro-model and simple soil model, Transactions, SMiRT 16, Washington DC August, Paper No. 1296.\nOhtomo, K., Suehiro, T., Kawai, T., Kanaya, K., 2001. Research on streamlining seismic safety evaluation of underground reinforced concrete duct-type structures in nuclear power stations. –Part 2, Experimental aspects of laminar shear sand box excitation tests with embedded RC models, Transactions, SMiRT 16, Washington DC, August 2001, Paper No. 1298.\nOhtomo, 2003, Substantial cross section plastic deformation of underground reinforced concrete structures during strong earthquakes, Proceedings of Japan Society of, Civil Engineering, 724\u002FI-62, 157\nOkamoto, S., 1973. Behaves of submerged tunnels during the earthquakes. In Proceedings of the Fifth World Conference on, Earthquake Engineering, pp. 544–553.\nPitilakis, 2008, Numerical simulation of dynamic soil–structure interaction in shaking table testing, Soil Dynamics and Earthquake Engineering, 28, 453, 10.1016\u002Fj.soildyn.2007.07.011\nPrasad, 2004, Shaking table tests in earthquake geotechnical engineering, Current Science, 87, 1398\nPWRI, 2001, Damage analysis and seismic performance assessment of utility tunnel in Hogoken–Nambu Earthquake, Report No. 3821, Public Works Research Institute, Japan (in Japanese).\nShi, X., Chen, J., Li, J., Meng, H., Wang, Q., 2007. Shaking table test of utility tunnel under non-uniform earthquake wave excitation: Jointless case, 349–357. In Proc. of Fifth China-Japan-US Trilateral Symposium on Lifeline Earthquake Engineering, November 26–30, Haikou, China.\nShi, 2009, Design and verification of dual-direction shear laminar box for shaking table test, Chinese Journal of Underground Space and Engineering, 5, 254\nTuran, 2008, Design and commissioning of a laminar soil container for use on small shaking tables, Soil Dynamics and Earthquake Engineering, 29, 404, 10.1016\u002Fj.soildyn.2008.04.003\nWang, Q., Chen, J., Li, J. Meng, H., Shi, X., 2007. Three-dimensional numerical simulation of underground pipeline under non-uniform earthquake wave excitation and comparison with shaking table test, 339–348. 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Introducing the ‘destruction work as a new rock property of toughness referring to drillability in conventional drill and blast tunnelling. In: Eurock’96 Prediction and Performance in Rock Mechanics and Rock Engineering, vol. 2, pp. 707–713.\nVon Matern, N., Hjelmer, A., 1963. Forsok med Pagrus, Statens Vaginstitut, Medelande, Stockholm.\nYagiz, 2009, Assessment of brittleness using rock strength and density with punch penetration test, Tunnell. Undergr. 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