Interpretation of Free-Field Ground Movements Caused by Mechanized Tunnel Construction-Reference-Cited by-同舟云学术

Interpretation of Free-Field Ground Movements Caused by Mechanized Tunnel Construction

Published:2017-04 Issue:4 Volume:143 Page:04016114
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ieronymaki Evangelia S.¹,Whittle Andrew J.²,Sureda Davor Simic³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Manhattan College, 4513 Manhattan College Parkway, Riverdale, NY 10471 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology, 77 Massachusetts Ave., Cambridge, MA 02139.

3. Chief of Geotechnology, Ferrovial-Agroman, 42 Calle de la Ribera del Loira, 28042 Madrid, Spain.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001632

Reference29 articles.

1. Bowers K. H. and Moss N. A. (2006). “Settlement due to tunnelling on the CTRL London tunnels.” Proc. Aspects of Underground Construction in Soft Ground: Proc. 5th Int. Symp. TC28 K. J. Bakker et al. eds. Taylor & Francis Group London 203–210.

2. Constitutive modelling approach for evaluating the triggering of flow slides

3. Founta V. and Whittle A. J. (2016). “Evaluation of 3D FE predictions of ground movements caused by EPB tunneling in stiff clay.” Proc. 2016 World Tunnel Congress ITA–AITES San Francisco.

4. Freeman T. J. Burford D. and Crilly M. S. (1991). “Seasonal foundation movements in London clay.” Proc. 4th Int. Conf. on Ground Movements and Structures Division of Civil Engineering Univ. of Wales Cardiff College and ICE Cardiff U.K. 485–501.

5. Gasparre A. (2005). “Advanced laboratory characteristics of London clay.” Ph.D. thesis Imperial College of London London.

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