Analysis of Tunneling-Induced Ground Movements Using Transparent Soil Models-Reference-Cited by-同舟云学术

Analysis of Tunneling-Induced Ground Movements Using Transparent Soil Models

Published:2011-05 Issue:5 Volume:137 Page:525-535
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ahmed Mahmoud¹²,Iskander Magued¹²

Affiliation:

1. Engineer, New York State Dept. of Transportation, 21 South End Ave., New York, NY 10280; formerly, Doctoral Candidate, Polytechnic Institute of New York Univ., Six Metrotech Center, Brooklyn, NY 11201.

2. Associate Professor, Polytechnic Institute of New York Univ., Six Metrotech Center, Brooklyn, NY 11201 (corresponding author).

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.1943-5606.0000456

Reference54 articles.

1. The influence of pre-failure soil stiffness on the numerical analysis of tunnel construction

2. Anagnostou G. and Kovàri K. (1996). “Face stability in slurry and EPB shield tunneling.” Proc. Int. Symp. Geotechnical Aspects of Underground Construction in Soft Ground R. Mair and R. Taylor eds. Balkema Rotterdam The Netherlands 453–458.

3. Subsidence above shallow circular tunnels in soft ground;Atkinson J. H.;J. Geotech. Engrg. Div.,1977

4. Attewell P. B. (1978). “Ground movements caused by tunneling in soil.” Proc. Int. Conf. on Large Movements and Structures J. Geddes ed. Pentech London 812–948.

5. Ground Deformations Resulting from Shield Tunnelling in London Clay

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