Effects of grouting in reducing excessive tunnel lining deformation: Field experiment and numerical modelling using material point method

Artola, J., 2005. A solution to the braced excavation collapse in Singapore. Ph.D. thesis. Massachusetts Institute of Technology. https://dspace.mit.edu/bitstream/handle/1721.1/31123/61163849-MIT.pdf?sequence=2. Azúa-González, C., Pozo, C., Askarinejad, A., 2018. Finite element analysis of soft boundary effects on the behaviour of shallow foundations. Numerical Methods in Geotechnical Engineering IX, Volume 2: Proceedings of the 9th European Conference on Numerical Methods in Geotechnical Engineering, Porto, Portugal. https://www.researchgate.net/profile/Carlos-Xavier-Azua-Gonzalez/publication/326106997_Finite_Element_analysis_of_soft_boundary_effects_on_the_behaviour_of_shallow_foundations/links/5b395be9a6fdcc8506e71496/Finite-Element-analysis-of-soft-boundary-effects-on-the-behaviour-of-shallow-foundations.pdf. Banthia, N., 2013. Fiber reinforced polymers in concrete construction and advanced repair technologies. Department of Civil Engineering University of British Columbia, 37. http://www.geosynthetica.com/Uploads/NBanthia15Dec.pdf. Bezuijen, 2004, Field measurements of grout pressures during tunnelling of the sophia rail tunnel, Soils Found., 44, 39, 10.3208/sandf.44.39 Bolton, 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://publications.eng.cam.ac.uk/330807/. Cheng, 2015, Post-failure behavior of tunnel heading collapse by MPM simulation, Sci. China Technol. Sci., 58, 2139, 10.1007/s11431-015-5874-4 Ding, 2017, A review of metro construction in china: Organization, market, cost, safety and schedule, Front. Eng. Manage., 4, 4, 10.15302/J-FEM-2017015 Ding, 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/j.tust.2018.10.006 Fern, 2019, Modelling tunnel-induced deformations with the material point method, Comput. Geotech., 111, 202, 10.1016/j.compgeo.2019.03.017 Harris, 1994, Observations of ground and structure movements for compensation grouting during tunnel construction at waterloo station, Geotechnique, 44, 691, 10.1680/geot.1994.44.4.691 Hu, 2003, Design and construction of a deep excavation in soft soils adjacent to the shanghai metro tunnels, Can. Geotech. J., 40, 933, 10.1139/t03-041 Huang, 2017, Influence of spatial variability of soil young’s modulus on tunnel convergence in soft soils, Eng. Geol., 228, 357, 10.1016/j.enggeo.2017.09.011 Kasper, 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/j.compgeo.2006.04.004 Katebi, 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/j.tust.2015.04.004 Kiriyama, 2005, Structure and construction examples of tunnel reinforcement method using thin steel panels, Nippon Steel Technical Report, 92, 45 Lambrughi, 2012, Development and validation of a 3d numerical model for tbm{epb mechanised excavations, Comput. Geotech., 40, 97, 10.1016/j.compgeo.2011.10.004 Li, 2016, Influence of unloading disturbance on adjacent tunnels, Int. J. Rock Mech. Min. Sci., 84, 10, 10.1016/j.ijrmms.2016.01.014 Liao, 2009, Shield tunneling and environment protection in shanghai soft ground, Tunn. Undergr. Space Technol., 24, 454, 10.1016/j.tust.2008.12.005 Liu, 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/(ASCE)CF.1943-5509.0000989 Lueprasert, 2015, Three dimensional finite element analysis for preliminary establishment of tunnel influence zone subject to pile loading, Maejo Int. J. Sci. Technol., 209 Lueprasert, 2017, Numerical investigation of tunnel deformation due to adjacent loaded pile and pile-soil-tunnel interaction, Tunn. Undergr. Space Technol., 70, 166, 10.1016/j.tust.2017.08.006 Mair, R., Hight, D., 1993. Report on session 4: displacement. http://publications.eng.cam.ac.uk/331624/. MOHURD, 2014. Code for monitoring measurement of urban rail transit engineering (GB50911-2013). http://www.nssi.org.cn/nssi/front/83513840.html. Nguyen, V., 2014. Material point method: basics and applications. Cardiff University, Department of Civil Engineering. https://www.researchgate.net/profile/Vinh_Phu_Nguyen/publication/262415477_Material_point_method_basics_and_applications/links/00463537ab99f084f0000000/Material-point-method-basics-and-applications.pdf. Oh, 2014, Investigation on influence of tail void grouting on the surface settlements during shield tunneling using a stress-pore pressure coupled analysis, KSCE J. Civ. Eng., 18, 803, 10.1007/s12205-014-1383-8 Richefeu, V., Villard, P., 2016. Modeling gravity hazards from rockfalls to landslides. https://books.google.com/books?hl=zh-CN&lr=&id=k3iLCwAAQBAJ&oi=fnd&pg=PP1&ots=ag3zjkjvpG&sig=GXyPasLSCSdTcBlB7hPXAy3FsQw#v=onepage&q&f=false. Soga, K., Bolton, M., Au, S., Komiya, K., Hamelin, J., Van Cotthem, A., Buchet, G., Michel, J., 1999. 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://publications.eng.cam.ac.uk/329896/. Sulsky, 1994, A particle method for history dependent materials, Comput. Methods Appl. Mech. Eng., 118, 179, 10.1016/0045-7825(94)90112-0 Wang, 2016, Slope failure analysis using the random material point method, Geotech. Lett., 6, 113, 10.1680/jgele.16.00019 Wang, 2009, Factors influencing deformation of shanghai soft soil metro tunnel and deformation analysis, Underground Eng. Tunnels, 1, 1 Wisser, 2005, Numerical modelling of compensation grouting above shallow tunnels, Int. J. Numer. Anal. Meth. Geomech., 29, 443, 10.1002/nag.421 Woo, 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/j.compgeo.2017.08.007 Xie, 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, 10.1088/1742-2132/4/3/S03 Ye, 2009, Back-filled grouts diffusion model and its pressure to segments of shield tunnel, Rock and Soil Mechanics, 30, 1307 Zhang, 2018, Grouting based treatment of tunnel settlement: practice in shanghai, Tunn. Undergr. Space Technol., 80, 181, 10.1016/j.tust.2018.06.017 Zhang, 2010, Application of ground penetrating radar in grouting evaluation for shield tunnel construction, Tunn. Undergr. Space Technol., 25, 99, 10.1016/j.tust.2009.09.006 Zhao, T., Ding, W., Qiao, Y., Duan, C., 2019. A large-scale synchronous grouting test for a quasi-rectangular shield tunnel: Observation, analysis and interpretation. Tunnelling and Underground Space Technol. 91, 103018.1-103018.18. https://doi.org/10.1016/j.tust.2019.103018.