Failure Mechanism and Active Support of Large-Span Tunnel with Unstable Rock Blocks: A Case Study
Author:
Funder
Natural Science Foundation of Shandong Province
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s10706-024-02870-w.pdf
Reference40 articles.
1. Abdellah WR, Butt SD, Abdullah AI et al (2024) Investigating the influence of geometric factors on tunnel stability: a study on arched roofs. Geotech Geol Eng 42:207–234. https://doi.org/10.1007/s10706-023-02565-8
2. Aygar EB, Gokceoglu C (2021) A special support design for a large-span tunnel crossing an active fault (t9 tunnel, ankara-sivas high-speed railway project, turkey). Environ Earth Sci 80(1):37. https://doi.org/10.1007/s12665-020-09328-1
3. Barton N, By TL, Chryssanthakis P et al (1994) Predicted and measured performance of the 62 m span Norwegian olympic ice Hockey Cavern at Gjvik. Int J Rock Mech Min 31(6):617–641. https://doi.org/10.1016/0148-9062(94)90004-3
4. Boom CW, Houlsby GT, Utili S (2015) Designing tunnel support in jointed rock masses via the DEM. Rock Mech Rock Eng 48(2):603–632. https://doi.org/10.1007/s00603-014-0579-8
5. Das R, Singh TN (2021) Effect of closely spaced, non-persistent ubiquitous joint on tunnel boundary deformation: a case study from himachal himalaya. Geotech Geol Eng 39:2447–2459. https://doi.org/10.1007/s10706-020-01637-3
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