A 3D numerical model to determine suitable reinforcement strategies for passing TBM through a fault zone, a case study: Safaroud water transmission tunnel, Iran-Reference-Cited by-同舟云学术

A 3D numerical model to determine suitable reinforcement strategies for passing TBM through a fault zone, a case study: Safaroud water transmission tunnel, Iran

Published:2019-06 Issue: Volume:88 Page:186-199
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Abdollahi Mohammad Sina,Najafi Mehdi,Bafghi Alireza Yarahmadi^ORCID,Marji Mohammad Fatehi

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference41 articles.

1. The description of rock masses for engineering purposes;Anon;Q. J. Eng. Geol.,1977

2. Barla, G., Pelizza, S., 2000. TBM tunneling in difficult ground conditions. In: ISRM international symposium. In: International Society for Rock Mechanics.

3. Barla, G., Zhao, K., Janutolo, M. 2011. 3D advanced modelling of TBM excavation in squeezing rock condition. In: Proceedings of first Asian and ninth Iranian tunnel symposium, Tehran, Iran.

4. Some new Q-value correlations to assist in site characterisation and tunnel design;Barton;Int. J. Rock Mech. Min. Sci.,2002

5. Evaluation of underground tunnel response to reverse fault rupture using numerical approach;Baziar;Soil Dyn. Earthquake Eng.,2016

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