Numerical Evaluation of the Surface Displacements due to Soil Grouting and to Tunnel Excavation-Reference-Cited by-同舟云学术

Numerical Evaluation of the Surface Displacements due to Soil Grouting and to Tunnel Excavation

Published:2007-05 Issue:3 Volume:7 Page:217-226
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Contini Alessio¹²³,Cividini Annamaria¹²³,Gioda Giancarlo¹²³

Affiliation:

1. Graduated Student, Dept. of Structural Engineering, Politecnico di Milano, Piazza L. da Vinci 32, 20133 Milano, Italy.

2. Professor of Geotechnical Engineering, Dept. of Structural Engineering, Politecnico di Milano, Piazza L. da Vinci 32, 20133, Milano, Italy.

3. Professor of Foundation Engineering, Dept. of Structural Engineering, Politecnico di Milano, Piazza L. da Vinci 32, 20133, Milano, Italy (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282007%297%3A3%28217%29

Reference15 articles.

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2. Analisi degli spostamenti indotti dalle fasi di scavo di una galleria metropolitana;Canetta G.;Riv. Ital. Geotec.,1997

3. Canetta G. Cavagna B. and Nova R. (1996). “Experimental measurements and numerical analysis of the excavation of a railway tunnel in a grouted soil in Milan.” Proc. Int. Conf. Geotechnical Aspects of Underground Excavations in Soft Ground London Mair and Taylor eds. Balkema 479–484.

4. Ceppi G. (1989). “Horizontal jet grouting as a temporary support for the Monteolimpino 2 tunnel.” Proc. Int. Cong. Progress and Innovation in Tunneling Toronto.

5. Chow F. C. Bracegirdle A. Mack D. Kettle C. and Grant R. J. (1998). “The application of permeation grouting to protect the Thames tunnel.” Proc. 2nd Int. Conf. Ground Improvement Techniques Singapore 135–142.

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