Influence of Discontinuities on the Squeezing Intensity in High In Situ Stresses (a Tunnelling Case Study; Actual Evidences and TBM Release Techniques)-Reference-Cited by-同舟云学术

Influence of Discontinuities on the Squeezing Intensity in High In Situ Stresses (a Tunnelling Case Study; Actual Evidences and TBM Release Techniques)

Published:2018-04-30 Issue:9 Volume:51 Page:2911-2933
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Rasouli Maleki Mahdi,Narimani Dehnavi Roohollah

Publisher

Springer Science and Business Media LLC

Subject

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

Link

http://link.springer.com/article/10.1007/s00603-018-1476-3/fulltext.html

Reference41 articles.

1. Barla G (2001) Tunnelling under squeezing rock conditions. Eurosummer-school in tunnel mechanics, Innsbruck. Logos Verlag, Berlin, pp 169–268

2. Barla G, Pelizza S (2000) TBM tunnelling in difficult ground conditions. GeoEng, Melbourne, Australia

3. Barton N (2000) TBM tunnelling in jointed and faulted rock. Balkema, Rotterdam

4. Bieniawski ZT (1989) Engineering rock mass classifications. Wiley, New York, p 251

5. Bilgin N, Algan M (2012) The performance of a TBM in a squeezing ground at Uluabat, Turkey. Tunn Undergr Sp Technol 32:58–65

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