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2018 | OriginalPaper | Buchkapitel

Tunnelling in Urban Environments: Protecting Sensitive Buildings

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Abstract

The paper stresses the difficulty of estimating the potential damage induced by tunneling on sensitive buildings. This situation justifies the adoption of protective measures. Among a wide range of solutions two comforting techniques are described: Compensation grouting and protection walls. In the first case attention is given to the response of pile foundations to the tunnel volume loss. A semi-analytic solution, which includes a few fundamental solutions, is outlined. It is an alternative to expensive numerical analysis which may prove to be accurate enough in practice. The tunnel-protection wall interaction was also analyzed by a similar simplified solution. Main dimensionless parameters controlling the wall performance are identified and their relevance is discussed.

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Literatur
Zurück zum Zitat Alonso, E.E., Sauter, S., Ramon, A.: Pile groups under deep expansion: a case history. Can. Geotech. J. 52, 1111–1121 (2015)CrossRef Alonso, E.E., Sauter, S., Ramon, A.: Pile groups under deep expansion: a case history. Can. Geotech. J. 52, 1111–1121 (2015)CrossRef
Zurück zum Zitat Bilotta, E., Russo, G.: Use of a line of piles to prevent damages induced by tunnel excavation. J. Geotech. Geoenvironmental Eng. 137(3), 254–262 (2011)CrossRef Bilotta, E., Russo, G.: Use of a line of piles to prevent damages induced by tunnel excavation. J. Geotech. Geoenvironmental Eng. 137(3), 254–262 (2011)CrossRef
Zurück zum Zitat Boscardin, M.D., Cording, E.J.: Building response to excavation-induced settlement. J. Geotech. Eng. ASCE 115(1), 1–21 (1989)CrossRef Boscardin, M.D., Cording, E.J.: Building response to excavation-induced settlement. J. Geotech. Eng. ASCE 115(1), 1–21 (1989)CrossRef
Zurück zum Zitat Boussinesq, J.: Applications des potentiels à l’etude de l’equilibre et du mouvement des solides élastiques. Gauthier-Villard, Paris (1885)MATH Boussinesq, J.: Applications des potentiels à l’etude de l’equilibre et du mouvement des solides élastiques. Gauthier-Villard, Paris (1885)MATH
Zurück zum Zitat Burland, J.B.: Assessment of risk of damage to buildings due to tunnelling and excavation: invited special lecture. In: Proceedings of the 1st International Conference on Earthquake Geotechnical Engineering, Tokyo (1995) Burland, J.B.: Assessment of risk of damage to buildings due to tunnelling and excavation: invited special lecture. In: Proceedings of the 1st International Conference on Earthquake Geotechnical Engineering, Tokyo (1995)
Zurück zum Zitat Franzius, J.N., Potts, D.M., Burland, J.B.: The response of surface structures to tunnel construction. In: Proceedings of the Institution of Civil Engineers. Geotechnical Engineering, vol. 158(GE1), pp. 1–15, June 2005 Franzius, J.N., Potts, D.M., Burland, J.B.: The response of surface structures to tunnel construction. In: Proceedings of the Institution of Civil Engineers. Geotechnical Engineering, vol. 158(GE1), pp. 1–15, June 2005
Zurück zum Zitat Harris, D.I., Mair, R.J., Love, J.P., Taylor, R.N., Henderson, T.O.: Observations of ground and structure movements for compensation grouting during tunnel construction at Waterloo station. Géotechnique 44(4), 691–713 (1994) Harris, D.I., Mair, R.J., Love, J.P., Taylor, R.N., Henderson, T.O.: Observations of ground and structure movements for compensation grouting during tunnel construction at Waterloo station. Géotechnique 44(4), 691–713 (1994)
Zurück zum Zitat Kummerer, C., Sciotti, A.: Compensation Grouting with shallow and deep foundations - case study from the Metro B1 in Rome. In: Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris (2013) Kummerer, C., Sciotti, A.: Compensation Grouting with shallow and deep foundations - case study from the Metro B1 in Rome. In: Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris (2013)
Zurück zum Zitat Ledesma, A., Alonso, E.E.: Protecting sensitive constructions from tunnelling: the case of World Heritage buildings in Barcelona. Géotechnique 67(10), 914–925 (2017) Ledesma, A., Alonso, E.E.: Protecting sensitive constructions from tunnelling: the case of World Heritage buildings in Barcelona. Géotechnique 67(10), 914–925 (2017)
Zurück zum Zitat Loganathan, N., Poulos, H.G.: Analytical prediction for tunneling-induced ground movements in clays. J. Geotech. Geoenvironmental Eng. ASCE 124(9), 846–856 (1998)CrossRef Loganathan, N., Poulos, H.G.: Analytical prediction for tunneling-induced ground movements in clays. J. Geotech. Geoenvironmental Eng. ASCE 124(9), 846–856 (1998)CrossRef
Zurück zum Zitat Melan, E.Der: Spannungszustand der durch eine Einzelkraft im Innern beanspruchten Halbscheibe. Z. Angew Math Mech. 12, 343–346 (1932)CrossRef Melan, E.Der: Spannungszustand der durch eine Einzelkraft im Innern beanspruchten Halbscheibe. Z. Angew Math Mech. 12, 343–346 (1932)CrossRef
Zurück zum Zitat Mindlin, R.D.: Force at a point in the interior of a semi-infinite solid. J. Appl. Phys. 7, 195–202 (1936) Mindlin, R.D.: Force at a point in the interior of a semi-infinite solid. J. Appl. Phys. 7, 195–202 (1936)
Zurück zum Zitat Peck, R.B.: Deep excavation and tunnelling in soft ground: state-of-the-art report. In: Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, Mexico City, 1969, 225–290 (1969) Peck, R.B.: Deep excavation and tunnelling in soft ground: state-of-the-art report. In: Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, Mexico City, 1969, 225–290 (1969)
Zurück zum Zitat Potts, D.M., Addenbrooke, T.I.: A structure’s influence on tunnelling-induced ground movements. In: Proceedings of the Institution of Civil Engineers. Geotechnical Engineering, vol. 125, pp. 109–125 (1997) Potts, D.M., Addenbrooke, T.I.: A structure’s influence on tunnelling-induced ground movements. In: Proceedings of the Institution of Civil Engineers. Geotechnical Engineering, vol. 125, pp. 109–125 (1997)
Zurück zum Zitat Sagaseta, C.: Analysis of undrained soil deformation due to ground loss. Géotechnique 37(3), 301–320 (1987)CrossRef Sagaseta, C.: Analysis of undrained soil deformation due to ground loss. Géotechnique 37(3), 301–320 (1987)CrossRef
Zurück zum Zitat Schweiger, H.F., Kummerer, C., Otterbein, R., Falk, E.: Numerical modelling of settlement compensation by means of fracture grouting. Soils Found. 44(1), 71–86 (2004)CrossRef Schweiger, H.F., Kummerer, C., Otterbein, R., Falk, E.: Numerical modelling of settlement compensation by means of fracture grouting. Soils Found. 44(1), 71–86 (2004)CrossRef
Zurück zum Zitat Simic, D., Gittoes, G.: Ground behaviour and potential damage to buildings caused by the construction of a large diameter tunnel for the Lisbon metro. In: Mair, R., Taylor, N. (eds.) Geotechnical Aspects of Underground Construction in Soft Ground, Balkema, Rotterdam, pp. 745–750 (1996) Simic, D., Gittoes, G.: Ground behaviour and potential damage to buildings caused by the construction of a large diameter tunnel for the Lisbon metro. In: Mair, R., Taylor, N. (eds.) Geotechnical Aspects of Underground Construction in Soft Ground, Balkema, Rotterdam, pp. 745–750 (1996)
Metadaten
Titel
Tunnelling in Urban Environments: Protecting Sensitive Buildings
verfasst von
Eduardo E. Alonso
Copyright-Jahr
2018
DOI
https://doi.org/10.1007/978-3-319-97115-5_51