Permanent tunnel support with reinforced shotcrete arches and forepoling in over-consolidated till and weathered rock. A case study based on the construction of the Bergås tunnel, Norway
Author(s): |
Jorge Terron-Almenara
Karl Gunnar Holter Pål Drevland Jakobsen Bent Aagaard Alf Kristian Lund |
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Medium: | journal article |
Language(s): | English |
Published in: | Tunnelling and Underground Space Technology, March 2025, v. 157 |
Page(s): | 106256 |
DOI: | 10.1016/j.tust.2024.106256 |
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data sheet - Reference-ID
10808655 - Published on:
07/01/2025 - Last updated on:
07/01/2025