Surface settlements induced by twin tunneling in silty sand

Addenbrooke, 2001, Twin tunnel interaction: Surface and subsurface effects, International Journal of Geomechanics, 1, 249, 10.1061/(ASCE)1532-3641(2001)1:2(249) Afifipour, 2011, Interaction of twin tunnels and shallow foundation at Zand underpass, Shiraz metro, Iran, Tunnelling and Underground Space Technology, 26, 356, 10.1016/j.tust.2010.11.006 Chapman, 2004, Predicting the settlements above twin tunnels constructed in soft ground, Tunnelling and Underground Space Technology, 19, 378 Chapman, 2006, The use of model tests to investigate the ground displacements associated with multiple tunnel construction in soil, Tunnelling and Underground Space Technology, 21, 413, 10.1016/j.tust.2005.12.059 Chapman, 2007, Investigating ground movements caused by the construction of multiple tunnels in soft ground using laboratory model tests, Canadian Geotechnical Journal, 44, 631, 10.1139/t07-018 Chehade, 2008, Numerical analysis of the interaction between twin-tunnels: Influence of the relative position and construction procedure, Tunnelling and Underground Space Technology, 23, 210, 10.1016/j.tust.2007.03.004 Chen, 2011, Ground movement induced by parallel EPB tunnels in silty soils, Tunnelling and Underground Space Technology, 26, 163, 10.1016/j.tust.2010.09.004 Chen, 2012, Applicability of the principle of superposition in estimating ground surface settlement of twin-and quadruple-tube tunnels, Tunnelling and Underground Space Technology, 28, 135, 10.1016/j.tust.2011.10.005 Chen, 2019, Prediction of maximum surface settlement caused by earth pressure balance (EPB) shield tunneling with ANN methods, Soils and Foundations, 59, 284, 10.1016/j.sandf.2018.11.005 Cheng, Z. L., Zhou, W. H., Ding, Z., & Guo, Y. X. (2020a). Estimation of spatiotemporal response of rooted soil using a machine learning approach.Journal of Zhejiang University-Science A,21(6), 462–477. Cheng, 2020, Genetic programming model for estimating soil suction in shallow soil layers in the vicinity of a tree, Engineering Geology, 268, 105506, 10.1016/j.enggeo.2020.105506 Clayton, 2006, Monitoring and displacements at Heathrow Express Terminal 4 station tunnels, Géotechnique, 56, 323, 10.1680/geot.2006.56.5.323 Ding, 2019, Analysis of the field monitoring data on soil movements & adjacent building settlement due to shield tunnelling, Engineering Computations, 36, 1219, 10.1108/EC-07-2018-0314 Divall, 2015, Twin-tunnelling-induced ground movements in clay, Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 168, 247, 10.1680/geng.14.00054 Fang, 2015, Effects of twin tunnels construction beneath existing shield-driven twin tunnels, Tunnelling and Underground Space Technology, 45, 128, 10.1016/j.tust.2014.10.001 Fu, 2015, An analytical solution for deforming twin-parallel tunnels in an elastic half plane, International Journal for Numerical and Analytical Methods in Geomechanics, 39, 524, 10.1002/nag.2322 Gong, 2020, Twin EPB tunneling-induced deformation and assessment of a historical masonry building on Shanghai soft clay, Tunnelling and Underground Space Technology, 98, 103300, 10.1016/j.tust.2020.103300 Google. (n.d.). [Google Maps Location for Longwei Door and Window (Southwest Gate)]. Retrieved August 26, 2020, from https://www.google.com/maps/place/Longwei+Door+And+Window+%EF%BC%88Southwest+Gate%EF%BC%89/@30.1351486,120.0842241,3089m/data=!3m1!1e3!4m5!3m4!1s0x344b7ed9f43273e1:0x93a284f285c69fc5!8m2!3d30.126946!4d120.079208. Khabbaz, 2019, Effect of constructing twin tunnels under a building supported by pile foundations in the Sydney central business district, Underground Space, 4, 261, 10.1016/j.undsp.2019.03.008 Loganathan, 1998, Analytical prediction for tunneling-induced ground movements in clays, Journal of Geotechnical and Geoenvironmental Engineering, 124, 846, 10.1061/(ASCE)1090-0241(1998)124:9(846) Ma, 2014, Non-linear description of ground settlement over twin tunnels in soil, Tunnelling and Underground Space Technology, 42, 144, 10.1016/j.tust.2014.02.006 Mahmutoğlu, 2011, Surface subsidence induced by twin subway tunnelling in soft ground conditions in Istanbul, Bulletin of Engineering Geology and the Environment, 70, 115, 10.1007/s10064-010-0289-8 Meng, 2020, Evaluating closely spaced twin-tunnelling-induced shear stiffness change by subsurface settlement in clayey ground, Environmental Earth Sciences, 79, 1, 10.1007/s12665-020-09087-z Mirhabibi, 2012, Effects of surface buildings on twin tunnelling-induced ground settlements, Tunnelling and Underground Space Technology, 29, 40, 10.1016/j.tust.2011.12.009 New, B. M., & Bowers, K. H. (1994). Ground movement model validation at the Heathrow Express trial tunnel. In Tunnelling 1994 (pp. 301–329). Boston, MA: Springer US. Boston, MA: Springer US. 301–329. O'Reilly, 1982, Settlements above tunnels in the United Kingdom-Their magnitude and prediction, 173 Ou, 1998, Surface settlement during shield tunnelling at CH218 in Taipei, Canadian Geotechnical Journal, 35, 159, 10.1139/t97-073 Peck, R. B. 1969. Deep excavations and tunneling in soft ground. In Proceedings of 7th International Conference on Soil Mechanics and Foundation Engineering. London: International Society for Soil Mechanics and Geotechnical Engineering, 225–290. Qi, 2017, An efficient probabilistic back-analysis method for braced excavations using wall deflection data at multiple points, Computers and Geotechnics, 85, 186, 10.1016/j.compgeo.2016.12.032 Shahin, 2016, Investigation of influence of tunneling on exsisting building and tunnel: Model tests and numerical simulation, Acta Geotechnica, 11, 679, 10.1007/s11440-015-0428-2 Sirivachiraporn, 2012, Ground movements in EPB shield tunneling of Bangkok subway project and impacts on adjacent buildings, Tunnelling and Underground Space Technology, 30, 10, 10.1016/j.tust.2012.01.003 Song, 2020, Monitoring of tunnel excavation based on the fiber Bragg grating sensing technology, Measurement, 169 GB/T50123-1999: Standard for soil test method (1999). China Planning Press, Beijing. (in Chinese) Sun, 2019, Two underground pedestrian passages using pipe jacking: Case study, Journal of Geotechnical and Geoenvironmental Engineering, 145, 05018004, 10.1061/(ASCE)GT.1943-5606.0002006 Suwansawat, 2006, Artificial neural networks for predicting the maximum surface settlement caused by EPB shield tunneling, Tunnelling and Underground Space Technology, 21, 133, 10.1016/j.tust.2005.06.007 Suwansawat, 2007, Describing settlement troughs over twin tunnels using a superposition technique, Journal of Geotechnical and Geoenvironmental Engineering, 133, 445, 10.1061/(ASCE)1090-0241(2007)133:4(445) Wang, 2018, Analytical stress and displacement due to twin tunneling in an elastic semi-infinite ground subjected to surcharge loads, International Journal for Numerical and Analytical Methods in Geomechanics, 42, 809, 10.1002/nag.2764 Wang, 2019, Analysis of ground surface settlement induced by the construction of a large-diameter shallow-buried twin-tunnel in soft ground, Tunnelling and Underground Space Technology, 83, 520, 10.1016/j.tust.2018.09.021 Wu, 2015, Longitudinal structural modelling of shield tunnels considering shearing dislocation between segmental rings, Tunnelling and Underground Space Technology, 50, 317, 10.1016/j.tust.2015.08.001 Zhang, 2019, CFD-DEM modeling of seepage erosion around shield tunnels, Tunnelling and Underground Space Technology, 83, 60, 10.1016/j.tust.2018.09.017 Zhou, 2018, Model updating and uncertainty analysis for creep behavior of soft soil, Computers and Geotechnics, 100, 135, 10.1016/j.compgeo.2018.04.006