tunnel

Quelle: HIC Holzhäuser Ingenieur Consult

Quelle: Park et al. 2018

Quelle: HIC Holzhäuser Ingenieur Consult

Dr.-Ing. JÖRG HOLZHÄUSER, Geschäftsführer; MAJA KUDER M. Sc., Projektingenieurin; HIC Holzhäuser Ingenieur Consult GmbH, Ettlingen, Deutschland

Literatur

[1] Fargnoli, V., Boldini, D. und Amorosi, A. (2013); TBM tunnelling-induced settlements in coarse-grained soils: The case of the new Milan underground line 5; Tunnelling and Underground Space Technology 38 (2013), S. 336-347.

[2] Fillibeck, J. (2012); Oberflächensetzungen beim Tunnelvortrieb im Lockergestein – Prognose, Messung und Beeinflussung; Habilitationsschrift an der TU München.

[3] Franza, A. (2016); Tunnelling and its effects on piles and piled structures; Dissertation, Department of Civil Engineering University of Nottingham

[4] Houwer, S. D. (2019); Hydroschildvortrieb mit geringer Überdeckung unter Den Haag – Gebäudeunterfahrungen, Energieeinsparung und Querschläge mit Vereisung; Forschung + Praxis 53: STUVA-Tagung 2019, S. 81–86.

[5] Kirschke, D. und Holzhäuser, J. (2008); Schildvortrieb unter einem Kriechhang mit Wohnbebauung im Zuge des Katzenbergtunnels; Beiträge zum 7. Geotechnik-Tag in München 15.02.2008, S. 147–168.

[6] Leca, E. und New, B. (2007); Settlements Induced by Tunneling in Soft Ground; Tunnelling and Underground Space Technology 22 (2007), S. 119–149.

[7] Maidl, B., Herrenknecht, M., Maidl, U. und Wehrmeyer, G., (2011); Maschineller Tunnelbau im Schildvortrieb; Ernst & Sohn, Berlin, 2. Auflage, S. 40–45.

[8] Mair, R. J. (2013); Tunnelling and deep excavations: Ground movements and their effects; Proceedings of the 15th European Conference on Soil Mechanics and Geotechnical Engineering –Geotechnics of Hard Soils – Weak Rocks (Part 4), S. 39–70.

[9] Mair, R. J. und Taylor, R. N. (1997); Bored tunnelling in the urban environment. State-of-the-art Report and Theme Lecture; Proceedings of 14th International Conference on Soil Mechanics and Foundation Engineering, Hamburg, Balkema, Vol. 4, S. 2353–2385.

[10] Mair, R. J., Taylor, R. N. und Burland. J. B. (1996); Prediction of ground movements and assessment of risk of building damage due to bored tunnelling; Geotechnical Aspects of Underground Construction in Soft Ground (eds R. J. Mair & R. N. Taylor), Balkema, Rotterdam, S. 713–718.

[11] O’Reilly, M. und New, B. (1982); Settlements above tunnels in the United Kingdom – their magnitude and prediction; Tunnelling ’82, London, IMM, S. 173–181.

[12] Park, H., Oh, J. Y., Kim, D. und Chang, S. (2018); Monitoring and Analysis of Ground Settlement Induced by Tunnelling with Slurry Pressure-Balanced Tunnel Boring Machine; Hindawi, Advances in Civil Engineering, Vol. 2018.

[13] Peck, R. B. (1969); Deep excavations and tunnelling in soft ground; 7th International Conference on Soil Mechanics and Foundation Engineering, Mexico City. S. 225–290.

[14] Wang, F. (2021); Empirical evidence for estimation of subsurface settlement caused by tunneling in sand; Underground Space 6 (2021), S. 577–584.

tunnel 06/2023

tunnel 06/2023