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3D MODELLING OF TUNNEL EXCAVATION USING PRESSURIZED TUNNEL BORING MACHINE IN OVERCONSOLIDATED SOILS


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[1] ATTEWELL P.B., FARMER I.W., Ground disturbance caused by shield tunnelling in a stiff, overconsolidated clay, Elsevier, Engineering Geology, 8, 1974, 361-381.10.1016/0013-7952(74)90028-3Search in Google Scholar

[2] BENMEBAREK S., KASTNER R., Modélisation numérique des mouvements de terrain meuble induits par un tunnelier, Revue Canadienne de Géotechnique, 37, 2000, 1309-1324.10.1139/t00-024Search in Google Scholar

[3] BEZUIJEN A., TALMON A.M., KAALBERG F.J., PLUGGE R., Field measurements of grout pressure during tunnelling of Sophia Rail Tunnel, Tunneling. GeoDelft, 2005, 83-93.Search in Google Scholar

[4] BEZUIJEN A., TALMON A.M., Proceedings of the Geotechnical Aspects of Underground Construction in soft Ground, Bakker et al. (eds.) Taylor & Francis Group, London, 2006, 187-193.Search in Google Scholar

[5] BROERE W., BRIKGREVE R.B.J., Phased simulation of a tunnel boring process in soft soil, NUMGE, Mestat (ed.), Presses de l’ENPC/LCPC, Paris, 2002, 529-536.Search in Google Scholar

[6] DEMAGH R., EMERIAULT F., BENMEBAREK S., Analyse numérique de la stabilité du front de taille d’un tunnel à faible couverture en milieu frottant, Revue Française de Géotechnique, 123, 2008a, 27-35.10.1051/geotech/2008123027Search in Google Scholar

[7] DEMAGH R., EMERIAULT F., KASTNER R., Modélisation 3D du creusement de tunnel par tunnelier à front pressurisé dans les sols surconsolidés, Proceedings des Journées Nationales de Géotechnique et de Géologie de l’Ingénieur (JNGG’08) Nantes, 18-20 juin 2008b, 305-312, (in French).Search in Google Scholar

[8] DEMAGH R., EMERIAULT E., KASTNER R., Shield tunnelling - Validation of a complete 3D numerical simulation on 3 different case studies. Euro:Tun 2009. Proceedings of the 2nd International Conference on Computational Methods in Tunnelling, Ruhr University Bochum, September 2009a, 77-82.Search in Google Scholar

[9] DEMAGH R., EMERIAULT F., KASTNER R., Modélisation 3D du creusement de tunnel par tunnelier à front pressurisé - Validation sur 3 cas d’études. Proceedings of the 17ème Conférence de Mécanique des Sols et de Géotechnique (17ème ICSMGE), 5-9 Octobre 2009b, Alexandrie, Egypte, 77-82, (in French).Search in Google Scholar

[10] DIAS D., KASTNER R., MAGHAZI M., 3D simulation of slurry shield tunnelling, Proceedings of International Symposium on Geotechnical aspects of underground construction in soft ground, Kusakabe et al. (eds.), Balkema, Rotterdam, 2000, 351-356.Search in Google Scholar

[11] DIERKENS M., Mesures rhéologiques et modélisation de matériaux en cours de prise, Ph.D. thesis, INSA-Lyon, 2005.Search in Google Scholar

[12] KASPER T., MESCHKE G., A 3D finite element simulation model for TBM tunneling in soft ground, Proceedings of the International Journal for Numerical and Analytical Methods in Geomechanics, 28, 2004, 1441-1460.10.1002/nag.395Search in Google Scholar

[13] KASPER T., MESCHKE G., On the influence of face pressure, grouting pressure and TBM design in soft ground tunnelling, Tunnelling and Underground Space Technology, 21, 2006, 160-171.10.1016/j.tust.2005.06.006Search in Google Scholar

[14] MROUEH H., SHAHROUR I., Modélisation 3D du creusement de tunnels en site urbain, Revue Française de Génie Civil, 3, 1999, 7-23, (in French).10.1080/12795119.1999.9692233Search in Google Scholar

[15] MROUEH H., SHAHROUR I., A simplified 3D model for tunnel construction using tunnel boring machines, Tunnelling and Underground Space Technology, 23, 2008, 38-45.10.1016/j.tust.2006.11.008Search in Google Scholar

[16] MYRIANTHIS M.L., Ground disturbance associated with shield tunnelling, in overconsolidated stiff clay, Springer-Verlag, Rock Mechanics 7, 1975, 35-65.10.1007/BF01239233Search in Google Scholar

[17] PECK R.B., Deep excavations and tunnelling in soft ground, Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, Mexico City, State-of-the-art Volume, 1969, 225-290.Search in Google Scholar

[18] TALMON A.M., AANEN L., BEZUIGEN A., van der ZON W.H., Grout pressure around a tunnel linning, Tunneling. A Decade of Progress. GeoDelft, 2005, 77-82.Search in Google Scholar

[19] VANOUDHEUSDEN E. et al., Analysis of movements induced by tunnelling with an earth-pressure balance machine and correlation with excavating parameters, Proceedings of the Geotechnical Aspects of Underground Construction in Soft Ground, Bakker et al. (eds.), Taylor & Francis Group, London, 2006, 81-86. Search in Google Scholar

ISSN:
0137-6365
Language:
English
Publication timeframe:
4 times per year
Journal Subjects:
Geosciences, other, Materials Sciences, Composites, Porous Materials, Physics, Mechanics and Fluid Dynamics