Analysis and Modeling of Longitudinal Deformation Profiles Considering the Reinforcement Effect of Tunnel Face in Weak Rocks
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-022-1664-2.pdf
Reference46 articles.
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2. Alejano L, Rodriguez-Dono A, Alonso E, Fdez-Manin G (2009) Ground reaction curves for tunnels excavated in different quality rock masses showing several types of post-failure behaviour. Tunnelling and Underground Space Technology incorporating Trenchless Technology Research 24:689–705, DOI: https://doi.org/10.1016/j.tust.2009.07.004
3. Anagnostou G, Perazzelli P (2015) Analysis method and design charts for bolt reinforcement of the tunnel face in cohesive-frictional soils. Tunnelling and Underground Space Technology incorporating Trenchless Technology Research 47:162–181, DOI: https://doi.org/10.1016/j.tust.2014.10.007
4. Basarir H, Genis M, Ozarslan A (2010) The analysis of radial displacements occurring near the face of a circular opening in weak rock mass. International Journal of Rock Mechanics & Mining Sciences 47:771–783, DOI: https://doi.org/10.1016/j.ijrmms.2010.03.010
5. Barla G (2016) Full-face excavation of large tunnels in difficult conditions. Journal of Rock Mechanics and Geotechnical Engineering, 10, DOI: https://doi.org/10.1016/j.jrmge.2015.12.003
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