Influence of Hydro-Mechanical Coupling on Tunnel Response in Clays-Reference-Cited by-同舟云学术

Influence of Hydro-Mechanical Coupling on Tunnel Response in Clays

Published:2012-03 Issue:3 Volume:138 Page:415-418
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Graziani Alessandro¹²,Boldini Daniela¹²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering Sciences, Univ. Roma Tre, via Vito Volterra 62, 00146 Rome, Italy.

2. Assistant Professor, Dept. of Civil, Environmental and Material Engineering, Univ. of Bologna, via Terracini 28, 40131 Bologna, Italy (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.1943-5606.0000597

Reference8 articles.

1. Twenty-five years' geotechnical observation and testing in the Tertiary Boom Clay formation

2. Ground Response Curves for Rock Tunnels

3. Poroelastic response of a borehole in a non-hydrostatic stress field

4. ITASCA. (2005). “FLAC user’s manual version 5.0.” Itasca Consulting Group Minneapolis MN.

5. Lembo-Fazio A. and Ribacchi R. (1984). “Influence of seepage on tunnel stability.” Proc. ISRM Symp. on Design and Performance of Underground Excavations British Geotechnical Society United Kingdom 173–181.

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