Experimental investigation of the time-dependent response of unreinforced and reinforced tunnel faces in cohesive soils
Author:
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
http://link.springer.com/article/10.1007/s11440-017-0573-x/fulltext.html
Reference58 articles.
1. Anagnostou G (2012) The contribution of horizontal arching to tunnel face stability. Geotechnik 35(1):34–44
2. Anagnostou G, Kovari K (1996) Face stability conditions with earth-pressure-balanced shields. Tunn Undergr Space Technol 11(2):165–173
3. Anagnostou G, Perazzelli P (2015) Analysis method and design charts for bolt reinforcement of the tunnel face in cohesive-frictional soils. Tunn Undergr Space Technol 47:162–181
4. Anagnostou G, Serafeimidis K (2007) The dimensioning of tunnel face reinforcement. In: Proceedings of ITA world tunnel congress 2007 “Underground space—the 4th dimension of metropolises” Prague
5. Attewell PB, Boden JB (1971) Development of stability ratios for tunnels driven in clay. Tunnels and Tunnelling International
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