Model test on frost heaving pressure induced by frozen partial ponding behind tunnel lining in cold region
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction
Reference38 articles.
1. Model of constraint on deformation due to frost heave for tunnels in cold region;Deng;China J. Highway Trans.,2010
2. Magnitude and distribution of frost heave force for cold region strong rock tunnels;Fan;China Railway Sci.,2007
3. Analytical elasto-plastic solution for stress and deformation of surrounding rock in cold region tunnels;Feng;Cold Reg. Sci. Technol.,2014
4. Analytical solution for the stress and deformation of rock surrounding a cold-regional tunnel under unequal compression;Feng;Cold Reg. Sci. Technol.,2017
5. Factors influencing overbreak volumes in drill-and-blast tunnel excavation. A statistical analysis applied to the case study of the Brenner Base Tunnel – BBT;Foderà;Tunn. Undergr. Space Technol.,2020
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