Physical modelling of EPB TBM in dry sand and greenfield conditions

References

• Atkinson, J. H., & Potts, D. M. (1977). Subsidence above shallow tunnel in soft ground. Journal of the Geotechnical Engineering Division, 103(4), 307–325. https://doi.org/10.1061/AJGEB6.0000402
   Google Scholar
• Attewell, P. B., & Woodman, J. P. (1982). Predicting the dynamics of ground settlement ant its derivatives caused by tunneling in soil. Ground Engineering, 15(8), 13–22.
   Google Scholar
• Bel, J. (2018). Modélisation physique de l’impact du creusement d’un tunnel par tunnelier à front pressurisé sur des fondations profondes [PhD thesis]. Ecole Nationale des Travaux Publics de l’Etat.
   Google Scholar
• Berthoz, N. (2012). Modélisation physique et théorique du creusement pressurisé des tunnels en terrains meubles homogènes et stratifiés [PhD thesis]. Ecole Nationale des Travaux Publics de l’Etat.
   Google Scholar
• Berthoz, N., Branque, D., Subrin, D., & Wong, H. (2013). Stress measurement in partially saturated soils and its application to physical modeling of tunnel excavation. Canadian Geotechnical Journal, 50(10), 1077–1087. https://doi.org/10.1139/cgj-2013-0154
   Web of Science ®Google Scholar
• Berthoz, N., Branque, D., Subrin, D., & Wong, H. (2018). TBM soft ground interaction: Experimental study on a 1 g reduced-scale EPBS model. Tunnelling and Underground Space Technology, 72, 189–209. https://doi.org/10.1016/j.tust.2017.11.022
   Web of Science ®Google Scholar
• Berthoz, N., Branque, D., Subrin, D., Wong, H., & Humbert, E. (2012). Face failure in homogeneous and stratified soft ground: Theoretical and experimental approaches on 1gEPBS reduced-scale model. Tunnelling and Underground Space Technology, 30, 25–37. https://doi.org/10.1016/j.tust.2012.01.005
   Web of Science ®Google Scholar
• Bezuijen, A., & Van Der Schrier, J. (1994). The influence of a bored tunnel on pile foundations. Centrifuge, 94, 681–686.
   Google Scholar
• Branque, D., & Boutin, C. (2002). Rapport de synthèse des essais sur modèle réduit de tunnelier à pression de terre. Projet National Eupalinos 2000. Association Française des Tunnels et Espaces Souterrains.
   Google Scholar
• Branque, D., Doan, V. H., & Boutin, C., (2006). Earth pressure balanced shield method: experimental study on a large reduced scale model, Proceedings of the 6th International Conference on Physical Modeling in Geotechnics, Hong Kong, pp. 1145–1150.
   Google Scholar
• Broere, W., & Brinkgreve, R. (2002). Phased simulation of a tunnel boring process in soft soil. In Numerical methods in geotechnical engineering (pp. 529–536). Presse de l’ENPC.
   Google Scholar
• Chambon, P., & Corté, J. F. (1991). Etude sur modèles réduits centrifugés: application aux tunnels à faible profondeur en terrain meuble pulvérulent. Collection études et recherches des Laboratoires des Ponts et Chaussées, série Géotechnique, GT 48.
   Google Scholar
• Clough, G. W., & Schmidt, B. (1981). Design and performance of excavations and tunnels in soft clay. In Soft clay engineering (pp. 569–634). Elsevier.
   Google Scholar
• Dias, D., & Kastner, R. (2013). Movements caused by the excavation of tunnels using face pressurized shields—Analysis of monitoring and numerical modeling results. Engineering Geology, 152(1), 17–25. https://doi.org/10.1016/j.enggeo.2012.10.002
   Web of Science ®Google Scholar
• Dias, T. G. S., & Bezuijen, A. (2015). Data Analysis of Pile Tunnel Interaction. Journal of Geotechnical and Geoenvironmental Engineering, 141(12), https://doi.org/10.1061/(ASCE)GT.1943-5606.0001350
   Google Scholar
• Doan, H. V. (2007). Creusement des tunnels en terrain meuble: étude expérimentale sur modèle réduit de tunnelier à pression de terre en sol cohérent frottant [PhD thesis]. Institut National des Sciences Appliquées de Lyon, France.
   Google Scholar
• Doanh, T., Ibraim, E., & Matiotti, R. (1997). Undrained instability of very loose Hostun sand in triaxial compression and extension. part 1: Experimental observations. Mechanics of Cohesive-Frictional Materials, 2(1), 47–70. https://doi.org/10.1002/(SICI)1099-1484(199701)2:1<47::AID-CFM26>3.0.CO;2-9
   Web of Science ®Google Scholar
• Franza, A., Marshall, A. M., & Zhou, B. (2019). Greenfield tunnelling in sands: The effects of soil density and relative depth. Geotechnique, 69(4), 297–307. https://doi.org/10.1680/jgeot.17.P.091
   Web of Science ®Google Scholar
• Gay, O., Boutonnier, L., Foray, P., & Flavigny, E. (2003). Laboratory characterization of Hostun RF sand at very low confining stresses. In Deformation characteristics of geomaterials, H. Di Benedetto, T. Doanh, H. Geoffroy, C. Sauzeat (eds.), (pp. 423–430).
   Google Scholar
• Hu, X., He, C., Walton, G., Fang, Y., & Dai, G. (2020). Laboratory model test of EPB shield tunneling in a cobble-rich soil. Journal of Geotechnical and Geoenvironmental Engineering, 146(10). https://doi.org/10.1061/(ASCE)GT.1943-5606.0002355
   Google Scholar
• Jacobsz, S., Standing, J., Mair, R., Hagiwara, T., & Sugiyama, T. (2004). Centrifuge modelling of tunnelling near driven piles. Soils and Foundations, 44(1), 49–56. https://doi.org/10.3208/sandf.44.49
   Web of Science ®Google Scholar
• Kaalberg, F., Teunissen, E., Van Tol, A., & Bosch, J., (2005). Dutch research on the impact of shield tunnelling on pile foundations, Geotechnical Aspects of underground Construction in Soft Ground The proceedings of the 5th International Conference of T C28 of the ISSMGE, Netherlands, 5, pp. 123–131.
   Google Scholar
• Kamata, H., & Mashimo, H. (2003). Centrifuge model test of tunnel face reinforcement by bolting. Tunnelling and Underground Space Technology, 18(2-3), 205–212. https://doi.org/10.1016/S0886-7798(03)00029-4
   Web of Science ®Google Scholar
• Kasper, T., & Meschke, G. (2004). A 3D finite element simulation model for TBM tunnelling in soft ground. International Journal for Numerical and Analytical Methods in Geomechanics, 28(14), 1441–1460. https://doi.org/10.1002/nag.395
   Web of Science ®Google Scholar
• Kasper, T., & Meschke, G. (2006). On the influence of face pressure, grouting pressure and TBM design in soft ground tunnelling. Tunnelling and Underground Space Technology, 21(2), 160–171. https://doi.org/10.1016/j.tust.2005.06.006
   Web of Science ®Google Scholar
• Kavvadas, M., Litsas, D., Vazaios, I., & Fortsakis, P. (2017). Development of a 3D finite element model for shield EPB tunneling. Tunnelling and Underground Space Technology, 65, 22–34. https://doi.org/10.1016/j.tust.2017.02.001
   Web of Science ®Google Scholar
• Komiya, K., Soga, K., Akagi, H., Hagiwara, T., & Bolton, M. D. (1999). Finite element modelling of excavation and advancement processes of a shield tunnelling machine. Soils and Foundations, 39(3), 37–52. https://doi.org/10.3208/sandf.39.3_37
   Google Scholar
• Lee, C., & Chiang, K. (2007). Responses of single piles to tunnelling-induced soil movements in sandy ground. Canadian Geotechnical Journal, 44(10), 1224–1241. https://doi.org/10.1139/T07-050
   Web of Science ®Google Scholar
• Lee, C. J., Wu, B. R., Chen, H. T., & Chiang, K. H. (2006). Tunnel stability and arching effects during tunnelling in soft clayey soil. Tunnelling and Underground Space Technology, 21(2), 119–132. https://doi.org/10.1016/j.tust.2005.06.003
   Web of Science ®Google Scholar
• Lee, Y., & Bassett, R. (2007). Influence zones for 2D pile-soil-tunnelling interaction based on model test and numerical analysis. Tunnelling and Underground Space Technology, 22(3), 325–342. https://doi.org/10.1016/j.tust.2006.07.001
   Web of Science ®Google Scholar
• Lee, Y., & Yoo, C. (2006). Behaviour of a bored tunnel adjacent to a line of loaded piles. Tunnelling and Underground Space Technology, 21(3-4), 370. https://doi.org/10.1016/j.tust.2005.12.185
   Google Scholar
• Loganathan, N., & Poulos, H. G. (1998). Analytical prediction of tunnelling-induced ground movements in clay. Journal of Geotechnical and Geoenvironmental Engineering, 124(9), 846–856. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:9(846)
   Web of Science ®Google Scholar
• Loganathan, N., Poulos, H., & Stewart, D. (2000). Centrifuge model testing of tunnelling-induced ground and pile deformations. Géotechnique, 50(3), 283–294. https://doi.org/10.1680/geot.2000.50.3.283
   Web of Science ®Google Scholar
• Losacco, N., & Viggiani, M. B. G. (2019). Class A prediction of mechanised tunnelling in Rome. Tunnelling and Underground Space Technology, 87, 160–173. https://doi.org/10.1016/j.tust.2019.02.020
   Web of Science ®Google Scholar
• Mair, R. J. (1979). Centrifugal modelling of tunnel construction in soft clay [PhD thesis]. Cambridge University.
   Google Scholar
• Mair, R. J., & Taylor, R. N. (1997). Bored tunnelling in the urban environment. Proceedings of the 14th International Conference on Soil Mechanics and Foundation Engineering, pp. 2353–2385.
   Google Scholar
• Mair, R. J., Taylor, R. N., & Bracegirdle, A. (1993). Subsurface settlement profiles above tunnels in clay. Géotechnique, 43(2), 315–320. https://doi.org/10.1680/geot.1993.43.2.315
   Web of Science ®Google Scholar
• Marshall, A. M. (2009). Tunnelling in sand and its effects on pipelines and piles [PhD thesis]. University of Cambridge.
   Google Scholar
• Marshall, A. M., Farrell, R. P., Klar, A., & Mair, R. J. (2012). Tunnels in sands: The effect of size, depth, and volume loss on greenfield displacements. Geotechnique, 62(5), 385–399. https://doi.org/10.1680/geot.10.P.047
   Web of Science ®Google Scholar
• Marshall, A. M., & Mair, R. (2011). Tunnelling beneath driven or jacked end-bearing piles in sand. Canadian Geotechnical Journal, 48(12), 1757–1771. https://doi.org/10.1139/t11-067
   Web of Science ®Google Scholar
• Meguid, M., & Mattar, J. (2009). Investigation of tunnel-soil-pile interaction in cohesive soils. Journal of Geotechnical and Geoenvironmental Engineering, 135(7), 973–979. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000004
   Web of Science ®Google Scholar
• Melis, M., & Medina, L. (2005). Predicted versus measured soil movements induced by shield tunnelling in the Madrid Metro extension. Canadian Geotechnical Journal, 42, 1160–1172.
   Web of Science ®Google Scholar
• Melis, M., Medina, L., & Rodriguez, J. M. (2002). Prediction and analysis of subsidence induced by shield tunnelling in the Madrid Metro extension. Canadian Geotechnical Journal, 39(6), 1273–1287. https://doi.org/10.1139/t02-073
   Web of Science ®Google Scholar
• Messerli, J., Pimentel, E., & Anagnostou, G. (2010). Experimental study into tunnel face collapse in sand. Proceedings of the 7th International Conference in Physical Modelling in Geotechnics, Zurich, Switzerland.
   Google Scholar
• Morton, J. D., & King, K. H. (1979). Effect of tunnelling on the bearing capacity and settlement of piled foundations. In M. J. Jones (Ed.), Proceedings Tunnelling’79, edition (pp. 57–58).
   Google Scholar
• Mroueh, H., & Shahrour, I. (2008). A simplified 3D model for tunnel construction using tunnel boring machines. Tunnelling and Underground Space Technology, 23(1), 38–45. https://doi.org/10.1016/j.tust.2006.11.008
   Web of Science ®Google Scholar
• Ng, C., Lu, H., & Peng, S. (2013). Three-dimensional centrifuge modelling of the effects of twin tunnelling on an existing pile. Tunnelling and Underground Space Technology, 35, 189–199. https://doi.org/10.1016/j.tust.2012.07.008
   Web of Science ®Google Scholar
• Nomoto, T., Imamura, S., Hagiwara, T., Kusakabe, O., & Fujii, N. (1999). Shield tunnel construction in centrifuge. Journal of Geotechnical and Geoenvironmental Engineering, 125(4), 289–300. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:4(289)
   Web of Science ®Google Scholar
• Pang C. H., Yong K. Y., Chow Y. K., & Wang J., (2005). The response of pile foundations subjected to shield tunnelling. Proc., 5th Int. Symp. on Geotechnical Aspects of Underground Construction in Soft Ground, Balkema, Leiden, Netherlands, pp. 737–743.
   Google Scholar
• Peck, R. B. (1969). Deep excavations and tunneling in soft ground [Paper presentation]. Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, Mexico City. State of the Art Volume, pp. 225–290.
   Google Scholar
• Sagaseta, C. (1987). Analysis of undrained soil deformation due to ground loss. Géotechnique, 37(3), 301–320. https://doi.org/10.1680/geot.1987.37.3.301
   Web of Science ®Google Scholar
• Scott, R. F. (1989). Essais en centrifugeuse et technique de la modélisation. Revue Française de Géotechnique, 48(48), 15–34. https://doi.org/10.1051/geotech/1989048015
   Google Scholar
• Selemetas, D., & Standing, J. R., (2017). Response of full-scale piles to EP BM tunnelling in London Clay. Géotechnique, 67(9), pp. 823–836.
   Google Scholar
• Sterpi, D., Cividini, A., Sakurai, S., & Nishitake, S. (1996). Laboratory model tests and numerical analysis of shallow tunnels. Proceedings of the International Symposium on Eurock ’96 –IRSM, Torino, Vol. 1, pp. 689–696.
   Google Scholar
• Verruijt, A., & Booker, J. R. (1996). Surface settlements due to deformation of a tunnel in an elastic half plane. Géotechnique, 46(4), 753–756. https://doi.org/10.1680/geot.1996.46.4.753
   Web of Science ®Google Scholar
• Viggiani, M. B. G., & Soccodato, F. M. (2004). Predicting tunnelling-induced displacements and associated damage to structures. Italian Geotechnical Journal, 38, 11–25.
   Google Scholar
• Vorster, T. E. B., Klar, A., Soga, K., & Mair, R. J. (2005). Estimating the effects of tunnelling on existing pipelines. Journal of Geotechnical and Geoenvironmental Engineering, 131(11), 1399–1410. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:11(1399)
   Web of Science ®Google Scholar
• Wongsaroj, J. (2005). Three-dimensional finite element analysis of short and long-term ground response to open-face tunnelling in stiff clay [PhD thesis]. University of Cambridge.
   Google Scholar
• Xu, Q., Zhu, H., Ding, W., & Ge, X. (2011). Laboratory model tests and field investigations of EPB shield machine tunneling in soft ground in Shanghai. Tunnelling and Underground Space Technology, 26(1), 1–14. https://doi.org/10.1016/j.tust.2010.09.005
   Web of Science ®Google Scholar
• Yao, J., McNamara, A., & Taylor, R. (2008). The effects of loaded bored piles on existing tunnels. In Proceedings of the 6th International Symposium Geotechnical Aspects of Underground Construction in Soft Ground, Charles W. W. Ng, H. W. Huang, G. B. Liu (eds.), (pp. 735–741). Taylor & Francis.
   Google Scholar