Tunnel – Pile interaction sequence: Parametric studies

Al-Omari, 2019, Effect of tunnel progress on the settlement of existing piled foundation, Studia Geotechnica Mech., 41, 102, 10.2478/sgem-2019-0008 Chen, 1999, Pile responses caused by tunneling, J. Geotech. Geoenviron. Eng., 125, 207, 10.1061/(ASCE)1090-0241(1999)125:3(207) Cheng, 2004, 3D numerical study of tunnel-soil-pile interaction, Tunn. Undergr. Space Technol., 19, 381, 10.1016/j.tust.2004.02.011 Ghiasi, 2011, Risk management overview of tunnels using numerical modelling, J. Eng. Des. Technol., 9, 110 Heama, 2018, Investigation on pile-soil-tunnel interaction due to adjacent loaded pile row by 3D FEM, MATEC Web of Conf., 192, 10.1051/matecconf/201819202051 Heama, 2018, Investigation on tunnel responses due to adjacent loaded pile by 3D finite element analysis, Int. J. GEOMATE, 12, 63 ISSMFE Sub committee on Field and Laboratory Testing, Axial pile loading test— Part 1: static loading, Geotech. Test J. 8 (2) 1985 79-90. Jacobsz, 2005, The influence of tunnelling on piled foundations, vol. 3 Jusoh, 2016 Kaalberg, 2005, Dutch research on the impact of shield tunnelling on pile foundations, Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, 1615 Khan, 2016, A review on selection of tunneling method and parameters effecting ground settlements, Electron. J. Geotech. Eng., 21, 4459 Leca, 2007, Settlements induced by tunneling in soft ground, Tunn. Undergr. Space Technol., 22, 119, 10.1016/j.tust.2006.11.001 Lee, 2007, Responses of single piles to tunneling-induced soil movements in sandy ground, Can. Geotech. J., 44, 1224, 10.1139/T07-050 Li, 2021, Multistage-based evaluation of tunnelling effects on the skin friction of adjacent building piles in layered media, Structures, 32, 96, 10.1016/j.istruc.2021.03.023 Loganathan, 2000, Centrifuge model testing of tunnelling-induced ground and pile deformations, Geotechnique, 50, 283, 10.1680/geot.2000.50.3.283 Lueprasert, 2015, Three dimensional finite element analysis for preliminary establishment of tunnel influence zone subject to pile loading, Maejo Int. J. Sci. Technol., 9, 209 Malhotra, 2019, Impact of pile foundations adjacent to tunnels in sandy stratum, Sādhanā, 44, 184, 10.1007/s12046-019-1169-y Marshall, 2009 Mohammad, 2007, 175 84 Moosazadeh, 2019, Prediction of building damage induced by tunnelling through an optimized artificial neural network Engineering with, Computers, 35, 579 Namazi, 2012, Ground behaviour around a tunnel using various soil models, Electron. J. Geotech. Eng., 17, 609 Nematollahi, 2019, Three-dimensional numerical simulation of pile-twin tunnels interaction – case of the Shiraz subway line, Tunn. Undergr. Space Technol., 86, 75, 10.1016/j.tust.2018.12.002 Nematollahi, 2019, Three-dimensional numerical simulation of pile-twin tunnels interaction – case of the Shiraz subway line, Tunn. Undergr. Space Technol., 86, 75, 10.1016/j.tust.2018.12.002 Ng, 2001, New failure load criterion for large diameter bored piles in weathered geomaterials, J. Geotech. Geoenviron. Eng., 127, 488, 10.1061/(ASCE)1090-0241(2001)127:6(488) Ng, 2013, Three-dimensional centrifuge modelling of the effects of twin tunnelling on an existing pile, Tunn. Undergr. Space Technol., 35, 189, 10.1016/j.tust.2012.07.008 Ng, 2014, Three-dimensional centrifuge modelling of pile group responses to side-by-side twin tunnelling, Tunn. Undergr. Space Technol., 43, 350, 10.1016/j.tust.2014.05.002 O'Neill, 1999 Schroeder, 2002 Selemetas, 2005, 763 Sohaei, 2017, Control of pile movements induced by tunnelling using micropiles, Int. J. Phys. Model. Geotech., 18, 1 Soomro, 2017, Pile responses to side-by-side twin tunnelling in stiff clay: effects of different tunnel depths relative to pile, Comput. Geotech., 84, 101, 10.1016/j.compgeo.2016.11.011 Soomro, 2018, 3D numerical analysis of the effects of an advancing tunnel on an existing loaded pile group engineering, Technol. Appl. Sci. Res., 8, 2520, 10.48084/etasr.1693 Soomro, 2018, Lateral behaviour of a pile group due to side-by-side twin tunnelling in dry sand: 3D centrifuge tests and numerical modelling, Comput. Geotech., 101, 48, 10.1016/j.compgeo.2018.04.010 Soomro, 2020, Investigation of effects of different construction sequences on settlement and load transfer mechanism of single pile due to twin stacked tunnelling, Tunn. Undergr. Space Technol., 96, 10.1016/j.tust.2019.103171 Terzaghi, 1942, Discussion of the progress report of the committee on the bearing value of pile foundations, Proc. Am. Soc. Civ. Eng., 68, 311 Wang, 2020, Axial response of short pile due to tunnelling-induced soil movement in soft clay, Int. J. Phys. Model. Geotech., 20, 71, 10.1680/jphmg.18.00045 Weltman, 1980, ume 25