Prediction of high speed railway tunnel induced settlement on the Sants – La Sagrera area (Barcelona)
Authors:
About authors
- Ph.D. associate professor National Mineral Resources University (Mining University)
Abstract
Finite element analysis of tunnel construction in urban area is given. Soil material model parameters determination is considered. 3d finite element analysis of tunnel development is carried out. Variation of settlements and settlement troughs according to face and radial shield pressure and initial stress state are shown. Comparison of numerical modeling results and results of in-situ settlements measurement is done.
Область исследования:
(Archived) Geotechnology for development of solid mining fields
References
- Karasev M.A. Tunnel construction in the urban areaand lining stress state // Development of North resources and the solution of the proplems. 9-th international scientific conference. Vorkuta, 2011.
- Karasev M.A. Numerical modeling of railroad tunnel TBM construction in the urban area // Proceeding of Tula State University. Earth Science. Tula, 2011.
- O’Reilly M.P, New B. Settlement above tunnels inthe United Kingdom- their magnitude and prediction. In: Proc. Int. Symposium Tunnelling ‘82, London, 7-11 June. London: Institution of Mining and Metallurgy, 1982.
- Experts report No 2. High Speed Railway AVETunnel, Section Sants-Sagrera. Evolution of TBM Advance and Measures for Increase of Safety Margins in Vicinity of World Heritage Property «Works of Gaudi». Barcelona, 2010.
- Peck R.B. Deep excavations and tunnelling in softground. In: Proc. 7th ICSMFE, State-of-the-art Volume, Mexico City. Mexico: Sociedad Mexicana de Mecánica de Suelos, 1969.
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