Slurry shield tunneling in soft ground. Comparison between field data and 3D numerical simulation

[1]Benmebarek, S., Kastner, R. & Ollier, C. (1998). Auscultation et modélisation numérique du processus de creusement à l’aide d’un tunnelier. Geotechnique 48 (6), 801–818. (in french).BenmebarekS.KastnerR.&OllierC.1998Auscultation et modélisation numérique du processus de creusement à l’aide d’un tunnelierGeotechnique486801818in french10.1680/geot.1998.48.6.801Search in Google Scholar

[2]Chakeri H., Ozcelik, Y. & Unver B. (2013). Effects of important factors on surface settlement prediction for metro tunnel excavated by EPB. Tunnelling and Underground Space Technology 36, 2013, pp. 14-23.ChakeriH.OzcelikY.&UnverB.2013Effects of important factors on surface settlement prediction for metro tunnel excavated by EPBTunnelling and Underground Space Technology362013142310.1016/j.tust.2013.02.002Search in Google Scholar

[3]Demagh, R., Emeriault, F. & Hammoud, F. (2013). 3D modelling of tunnel excavation using pressurized tunnel boring machine in overconsolidated soils. Studia Geotechnica et Mechanica, Vol 35, No. 2DemaghR.EmeriaultF.&HammoudF.20133D modelling of tunnel excavation using pressurized tunnel boring machine in overconsolidated soilsStudia Geotechnica et MechanicaVol 35No. 210.2478/sgem-2013-0020Search in Google Scholar

[4]Dias, D., Kastner, R. & Maghazi, M. (2000). 3D simulation of slurry shield tunnelling. Proceedings of International Symposium on Geotechnical aspects of underground construction in soft ground Kusakabe, Balkema, Rotterdam, 351-356.DiasD.KastnerR.&MaghaziM.20003D simulation of slurry shield tunnellingProceedings of International Symposium on Geotechnical aspects of underground construction in soft groundKusakabe, Balkema, Rotterdam351356Search in Google Scholar

[5]Dias, D. and Kastner, R. (2013). Movements caused by the excavation of tunnels using face pressurized shields — Analysis of monitoring and numerical modeling results. Engineering Geology Vol. 152, pp. 17–25.DiasD.KastnerR.2013Movements caused by the excavation of tunnels using face pressurized shields — Analysis of monitoring and numerical modeling resultsEngineering GeologyVol. 152172510.1016/j.enggeo.2012.10.002Search in Google Scholar

[6]Do, NA., Dias, D. Oreste, P. & Djeran-Maigre, I. (2014). Three-dimensional numerical simulation of a mechanized twin tunnels in soft ground. Tunnell Underground Space Technol 2014; 42:40–51.DoNA.DiasD. Oreste, P.&Djeran-MaigreI.2014Three-dimensional numerical simulation of a mechanized twin tunnels in soft groundTunnell Underground Space Technol201442405110.1016/j.tust.2014.02.001Search in Google Scholar

[7]Flac^3D Fast Lagrangian Analysis of Continua in Three Dimensions. Itasca Consulting Group Inc., 2000, Mineapolis.Flac^3DFast Lagrangian Analysis of Continua in Three DimensionsItasca Consulting Group Inc2000MineapolisSearch in Google Scholar

[8]Graziani, A., Ribacchi, R. & Capata, A. (2007). 3D modelling of TBM excavation in squeezing rock masses. In: Brennerr Basistunnel Und Zulaufstrecken, Internationales Symposium BBT Innsbruck University Press, Innsbruck, pp. 143–151.GrazianiA.RibacchiR.&CapataA.20073D modelling of TBM excavation in squeezing rock massesBrennerr Basistunnel Und Zulaufstrecken, Internationales Symposium BBTInnsbruck University PressInnsbruck143151Search in Google Scholar

[9]Guglielmetti, V., Grasso, P., Mahtab, A. & Xu, S. (2008). Mechanized Tunnelling in Urban Areas. Taylor & Francis Group London, UK, pp. 212–215.GuglielmettiV.GrassoP.MahtabA.&XuS.2008Mechanized Tunnelling in Urban AreasTaylor & Francis GroupLondon, UK21221510.1201/9780203938515Search in Google Scholar

[10]Kasper, T. and Meschke, G. (2006). On the influence of face pressure, grouting pressure and TBM design in soft ground tunnelling. Tunnelling and Underground Space Technology 21: 160-171.KasperT.MeschkeG.2006On the influence of face pressure, grouting pressure and TBM design in soft ground tunnellingTunnelling and Underground Space Technology2116017110.1016/j.tust.2005.06.006Search in Google Scholar

[11]Kastner, R., Ollier, C. & Guibert, G. (1996). In situ monitoring of the Lyons Metro D line extension. Geotechnical Aspects of Underground Construction in Soft Ground, Mair & Tay/or (eds) 1996 Ba/kema, Rotterdam. ISBN 90 5410 856 8.KastnerR.OllierC.&GuibertG.1996In situ monitoring of the Lyons Metro D line extensionGeotechnical Aspects of Underground Construction in Soft Ground, Mair & Tay/or (eds)1996Ba/kemaRotterdamISBN 90 5410 856 8Search in Google Scholar

[12]Katebi, H., Rezaei, A.H., Hajialilue-Bonab, M. & Tarifard, A. (2015). Assessment the influence of ground stratification, tunnel and surface buildings specifications on shield tunnel lining loads (by FEM). Tunnelling and Underground Space Technology 49:67-78KatebiH.RezaeiA.H.Hajialilue-BonabM.&TarifardA.2015Assessment the influence of ground stratification, tunnel and surface buildings specifications on shield tunnel lining loads (by FEM)Tunnelling and Underground Space Technology49677810.1016/j.tust.2015.04.004Search in Google Scholar

[13]Li, Z., Grasmick, J. & Mooney, M. (2015). Influence of slurry TBM parameters on ground deformation. In: ITA WTC 2015 Congress and 41st General Assembly 22-28 May, 2015, Lacroma Valamar Congress Center, Dubrovnik, Croitia.LiZ.GrasmickJ.&MooneyM.2015Influence of slurry TBM parameters on ground deformationITA WTC 2015 Congress and 41st General Assembly 22-28 MayLacroma Valamar Congress CenterDubrovnik, CroitiaSearch in Google Scholar

[14]Lueprasert, P., Jonpradist, P. & Suwansawat, S. (2017). Tunneling simulation in soft ground using shell elements and grouting layer. International Journal of GEOMATE 12(31):51-57LueprasertP.JonpradistP.&SuwansawatS.2017Tunneling simulation in soft ground using shell elements and grouting layerInternational Journal of GEOMATE1231515710.21660/2017.31.6535Search in Google Scholar

[15]Maidl, B., Herrenknecht, M., Maidl, U. & Wehrmeyer, G. (2012). Mechanised shield tunnelling. Berlin: Ernst W. & Sohn Verlag.MaidlB.HerrenknechtM.MaidlU.&WehrmeyerG.2012Mechanised shield tunnellingBerlinErnst W. & Sohn Verlag10.1002/9783433601051Search in Google Scholar

[16]Mollon, G., Dias, D. & Soubra, A. H. (2013). Probabilistic analyses of tunnelling-induced ground movements Acta Geotechnicahttp://dx.doi.org/10.1007/s11440-012-0182-7MollonG.DiasD.&SoubraA. H.2013Probabilistic analyses of tunnelling-induced ground movementsActa Geotechnicahttp://dx.doi.org/10.1007/s11440-012-0182-710.1007/s11440-012-0182-7Search in Google Scholar

[17]Ollier, C. (1997). Etude expérimentale de l’interaction sol-machine lors du creusement d’un tunnel peu profond par un tunnelier à pression de boue. Thèse de Doctorat INSA de Lyon, ISAL 0096.OllierC.1997Etude expérimentale de l’interaction sol-machine lors du creusement d’un tunnel peu profond par un tunnelier à pression de boueThèse de DoctoratINSA de LyonISAL 0096Search in Google Scholar

[18]Panet, M. (1988). Calcul de soutènement des tunnels à section circulaire par la méthode convergence-confinement. Tunnels et Ouvrages Souterrains 77, 228–232.PanetM.1988Calcul de soutènement des tunnels à section circulaire par la méthode convergence-confinementTunnels et Ouvrages Souterrains77228232Search in Google Scholar

[19]Qiao, Y., Zhao, T. & Ding, W. (2018). Simulating synchronous grouting in shield tunnels with the consideration of evolution of grouting pressure. In In book: Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction pp. 23-31, 2018.QiaoY.ZhaoT.&DingW.2018Simulating synchronous grouting in shield tunnels with the consideration of evolution of grouting pressureIn In bookProceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction233110.1007/978-981-13-0017-2_2Search in Google Scholar

[20]Wang, F., Gou, B. & Qin, Y. (2013). Modeling tunneling-induced ground surface settlement development using a wavelet smooth relevance vector machine. Computers and Geotechnics 54(0), 125-132.WangF.GouB.&QinY.2013Modeling tunneling-induced ground surface settlement development using a wavelet smooth relevance vector machineComputers and Geotechnics54012513210.1016/j.compgeo.2013.07.004Search in Google Scholar

[21]Xie, X., Yang, Y. & Ji, M. (2016). Analysis of surface settlement induced by the construction of a large-diameter shield-driven tunnel in Shanghai, China. Tunnelling and Underground Space Technology 51:120-132XieX.YangY.&JiM.2016Analysis of surface settlement induced by the construction of a large-diameter shield-driven tunnel in Shanghai, ChinaTunnelling and Underground Space Technology5112013210.1016/j.tust.2015.10.008Search in Google Scholar

[22]Zhang, Z., Zhang, M., Jiang, Y., Bai, Q. & Zhao, Q. (2017). Analytical prediction for ground movements and liner internal forces induced by shallow tunnels considering non-uniform convergence pattern and ground-liner interaction mechanism. Soils and Foundations. 57: 211-226.ZhangZ.ZhangM.JiangY.BaiQ.&ZhaoQ.2017Analytical prediction for ground movements and liner internal forces induced by shallow tunnels considering non-uniform convergence pattern and ground-liner interaction mechanismSoils and Foundations5721122610.1016/j.sandf.2017.03.004Search in Google Scholar

[23]Zhao, K., Janutolo, M. & Barla, G. (2012). A completely 3D model for the simulation of mechanized tunnel excavation. Rock Mech. Rock Eng 45, 475–497.ZhaoK.JanutoloM.&BarlaG.2012A completely 3D model for the simulation of mechanized tunnel excavationRock Mech. Rock Eng4547549710.1007/s00603-012-0224-3Search in Google Scholar