Probabilistic Estimation of Rock Load Acting on Tunnels Considering Uncertainty in Peak and Post-peak Strength Parameters
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-022-02057-1.pdf
Reference59 articles.
1. Alejano L, Rodriguez-Dono A, Alonso E, Fernandez-Manin G (2009) Ground reaction curves for tunnels excavated in different quality rock masses showing several types of post-failure behaviour. Tunn Undergr Sp Tech 24(6):689–705
2. Alejano L, Alonso E, Rodriguez-Dono A, Fernandez-Manin G (2010) Application of the convergence-confinement method to tunnels in rock masses exhibiting Hoek-Brown strain-softening behaviour. Int J Rock Mech Min Sci 47(1):150–160
3. Barton N, Lien R, Lunde J (1974) Engineering classification of rock masses for design of tunnel support. Rock Mech 6(4):189–239
4. Bhasin R, Grimstad E (1996) The use of stress-strength relationships in the assessment of tunnel stability. Tunn Undergr Sp Tech 11(1):93–98
5. Cai M (2011) Rock mass characterization and rock property variability considerations for tunnel and cavern design. Rock Mech Rock Eng 44(4):379–399
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