The Mechanical Behaviour of Clay Shales and Implications on the Design of Tunnels-Reference-Cited by-同舟云学术

The Mechanical Behaviour of Clay Shales and Implications on the Design of Tunnels

Published:2007-10-09 Issue:2 Volume:42 Page:361-388
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Bonini M.,Debernardi D.,Barla M.,Barla G.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s00603-007-0147-6.pdf

Reference44 articles.

1. A.G.I. (1979): Some Italian experiences on the mechanical characterization of structurally complex formations. In: Proc. 4th Int. Congr. on Rock Mechanics, Montreux, France.

2. Modelling the mechanical behaviour of expansive clays

3. Anagnostou, G. (1991): Untersuchungen zur Statik des Tunnelbaus in quellfähigem Gebirge. Dissertation N. 9553. ETH. Zurich, Switzerland.

4. Seepage flow around tunnels in swelling rock

5. Aristorenas, G. V. (1992): Time-dependent behaviour of tunnels excavated in shale. Ph.D. Thesis, Massachusetts Institute of Technology. Boston, USA.

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