Referencias Bibliog- Movimientos Inducidos Por Excavacion Mecanica

8/2/2019 Referencias Bibliog- Movimientos Inducidos Por Excavacion Mecanica

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Anlisis de los movimientos del terreno producidos por la excavacin mecnica del tnel de la L9

en la zona de Santa Coloma de Gramenet __________________________________________110

7. REFERENCIAS BIBLIOGRFICAS

Anagnostou, G. y Kovri, K. (1996 a), Face stability in slurry and EPB shieldtunnelling. Proc. Int. Symposium on Geotechnical Aspects of UndergroundConstruction in Soft Ground, London (eds R. J. Mair and R. N. Taylor), Balkema,pp. 453-458.

Anagnostou, G. y Kovri, K. (1996 b), Face stability conditions with Earth-Pressure-Balanced Shields. Tunnelling and underground space technology, Vol11, No. 2, pp 165-173.

Atkinson, J. H. y Potts, D. M. (1977), Subsidence above shallow tunnels in soft

ground. Proc. ASCE Geothecnical Eng. Div. Vol. 103, GT 4, pp. 307-325.

Attewell, P. B. (1978), Ground movements caused by tunnelling in soil. Proc. Int.Conf. On Large Movements and Structures (ed. J. D. Geddes), Pentech Press,London, pp. 812-948.

Attewell, P. B. y Woodman, J. P. (1982), Predicting the dynamics of groundsettlement and its derivatives caused by tunnelling in soil. Ground Engineering,Vol. 15, No 8, pp. 13-22 y 36.

Benmebarek, S. et al. (1998), Auscultation et modlisation numrique du

processus de creusement laide dun tunnelier. Gotechnique 48, No. 6, pp.801-818.

Bjerrum, L. (1963), Allowable Settlements of Structures. Proc. of EuropeanConference on Soil Mechanics and Formulation Engineering. Wiesbaden. Vol II,PP 135-137.

Boscardin, M. y Cording, E. (1989), Building response to excavation-inducedsettlement. Journal of Geotechnical Engineering, ASCE. Vol 115, GT9, pp 973-991.

Burland, J. B. Broms, B. B. y de Mello, V. F. (1977), Behaviour of foundations andstructures. 9

thInternational Conference on Soil Mechanics and Foundation

Engineering, Tokyo, State-of-the-Art Report. Vol. 2, pp. 495-546.

Chissolucombe, I. (2001), Simulaao numrica para a avaliaao de danos emedificaoes adjacentes excavaao de un tnel. Dissertaao mestrado emgeotecnia, Universidade de Brasilia.

Cording, E. J. (1991), Control of ground movements around tunnels in soil.General Report, 9th Pan-American Conference on Soil Mechanics and FoundationEngineering, Chile.


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Clough, G. W. y Schmidt, B. (1981), Design and performance of excavations andtunnels in soft clay. Engineering, Elsevier. Pp. 569-634.

Clough, G. W. y Leca, E. (1989), Whit focus on use of finite element methods for

soft ground tunnelling. Tunnels et Micro-Tunnels en Terrain Meuble du Chantier la Thorie. Presse de lEcole Nationale des Ponts et Chausses, Paris, pp. 531-573.

Clough, G. W. y Leca, E. (1993), EPB shield tunnelling in mixed face conditions.Journal Geotechnical. Engineering 119, No. 10, 1640-1656.

Davis, E. H. et al. (1980), The stability of shallow tunnels and undergroundopenings in cohesive material. Geotechnique, Vol. 30, No 4, pp. 397-419.

Dyer, M. R. et al. (1996), Sudden Valley Sewer: a case history. Proc. Int.Symposium on Geotechnical Aspects of Underground Construction in SoftGround, London (eds R. J. Mair and R. N. Taylor), Balkema, pp. 671-676.

Eisenstein, Z. y Ezzeldine, O. (1994), The role of face pressure for shields withpositive ground control. Tunneling and ground conditions, Balkema, pp. 557-571

Fukazawa, N. (2002), Geotechnical aspects of the construction of Rinkai Higashi-Shinagawa tunnels in Tokio. Proceeding of the 3

rdInternational Symposium on

Geotechnical aspects of underground construction in soft ground- Toulouse.

Gens, A. y Alonso, E. (1985) Daos en las edificaciones asociadas a movimientosdel terreno. Conceptos recientes. Congreso de Patologa en la Edificacin.Barcelona.

Geocontrol, (2001). Annex 5 del Projecte Base de la Lnia 9 de metro deBarcelona. Tram 4t Bon Pastor Can Zam. Infraestructura i estacions.

Grant, R. et al. (1974), Differential settlements of buildings. Journal ofGeotechnical Engineering, ASCE. Vol 100, GT9, pp 973-991.

Inokuma, A y Fujimoto, A. (1996), An improvement of FEM analysis in ground

settlement prediction in shield tunnelling. Geothecnical aspects of undergroundconstruction in soft ground, London, pp. 537-542.

Jenck, O. y Dias, D. (2004), Analyse tridimensionelle en differnces finies delinteraction entre une structure en bton et le creusement dun tunnel faibleprofondeur. Geotechnique , 54, no 8, pp. 519-528.

Jimnez Salas, J. A. y de Justo, J. L. (1975). Geotecnia y Cimientos I.Propiedades de los suelos y de las rocas. Editorial Rueda. Madrid.

Leca, E. (1989), Analysis of NATM and shield tunnelling in soft ground . PhDThesis, Virginia Polythecnic Institut and State University, Blacksburg.


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Leca, E. y Dormieux, L. (1990), Upper and lower bound solutions for the facestability of shallow circular tunnels in frictional material. Geotechnique, Vol. 40, no4, pp. 581-605

Mair, R. J. (1979), Centrifugal modelling of tunnelling construction in soft clay.PhD Thesis, University of Cambridge.

Mair, R. J. (1993), Developments in Geotechnical engineering research:application to tunnels and deep excavations. Proc. Inst. Civil Engineers, CivilEngineering. Vol. 93, pp. 27-41.

Mair, R. J. (1996), General report. Proc. Int. Symposium on Geotechnical Aspectsof Underground Construction in Soft Ground, London (eds R.J. Mair and R. N.Taylor), Balkema

Mair, R.J., Taylor, R.N. (1997), Theme lecture: Bored tunnelling in the urbanenvironment. Proc. 14th Int. Conf. Soil Mechanics & Foundation Engineering,Hamburg, vol. 4, p. 2353-2385. Balkema, Rotterdam.

Moh et al. (1996), Ground movements around tunnels in soft ground. Proc. Int.Symposium on Geotechnical Aspects of Underground Construction in SoftGround, London (eds R.J. Mair and R. N. Taylor), Balkema, pp. 725-730.

New, B. M. y OReilly, M. P. (1991), Tunnelling induced ground movements;predicting their magnitude and effects. 4th International Conference on Ground

Movements and Structures; Cardiff, invited review paper, Pentech Press, pp. 671-697.

OReilly, M. P. y New, B. M. (1982), Settlements above tunnels in the UnitedKingdom their magnitude and prediction. Tunnelling 82, London, IMM, pp. 173-181.

Oteo C. et al. (1997). Manual de tneles y obras subterrneas. Carlos LpezJimeno, Madrid.

Oteo, C. y Rodrguez Ortiz, J. M. (1997), Subsidencia y auscultacin en los

tneles del Metro de Madrid. Revista de Obras Pblicas, n 3369, octubre, p. 49-68.

Panet, M. y Guenot, A. (1982), Analysis of convergence behind the face of atunnel. Proc. Tunnelling 82, Institutions of Mining and Metallurgy, London, pp.197-204.

Peck, R. B. (1969), Deep excavations and tunnelling in soft ground. Proc. 7thInternational Conference Soil Mechanics and Foundation Engineering, MxicoCity, State of the Art Volume, pp. 225-290.


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Potts, D. M. y Addenbrooke, T. I. (1997), A structures influence on tunnelling-induced ground movements. Proc. Instn. Civ. Engnrs, Geotechnical Engineering,1997, 125, April, pp. 109-125.

Romero, E. (2004), Informe de ensayos triaxiales y compresin simple ahumedad natural. Lnea 9 de Metro de Barcelona. Barcelona.

Rowe, R. K. et al. (1983), A method of estimating surface settlement abovetunnels constructed in soft ground. Canadian Geotechnical Journal. Vol. 20, No 8:pp. 11-22.

RSE, (2002), Estudi geolgic, hidrogeolgic i geotcnic. Addenda Desembre 2002

RSE, (2004), Estaci i Tnel de Fondo. Estudi geolgic, geotcnic i hidrogeolgic.

Informe tcnic.

Sagaseta, C. (1987), Analysis of undrained soil deformation due to ground loss.Geotechnique. Vol. 37, No 3, pp. 301-320.

Sagaseta, C. y Oteo, C. (1974), Anlisis de la subsidencia originada por laexcavacin de tneles. 1 Simposio Nacional sobre Tneles. Madrid. Vol. 1. Art.10

Santos, L. (1995), Estudo de um perfil de alteraao do granito do Porto. Tesis demestrado. Universidade Nova de Lisboa.

Shirlaw, J.N. et al. (2003), Local settlements and sinkholes due to EPB tunnelling.Proc. of the Inst. Civil Engineers, Geotechnical Engineering, 156, GE4, October,p. 193-211.

Skempton, A. W. y Mc Donald, D.H. (1956), Allowable settlement of buildings.Proc. Inst. Of Civil Engineers, Part III Vol 5, pp 727-768.

Taylor, R. N. (1995), Tunnelling in soft ground in the UK. UndergroundConstruction in Soft Ground (eds. K. Fujita and O. Kusakabe). Balkema, pp. 123-126.

TYPSA (2003). Projecte de construcci de la Lnia 9 de metro de Barcelona. Tram4t Bon Pastor Can Zam. Infraestructura i Estacions. Annex 8.

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Referencias Bibliog- Movimientos Inducidos Por Excavacion Mecanica