Simple Equations for Estimating the Large Convergence and the Longitudinal Displacement Profile of a Tunnel-Reference-Cited by-同舟云学术

Simple Equations for Estimating the Large Convergence and the Longitudinal Displacement Profile of a Tunnel

Published:2024-04-17 Issue: Volume: Page:
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Guan Kai^ORCID,Zhu Wancheng,Li Hongping,Zhang Quanyun,Yu Qinglei,Liu Xige

Funder

National Natural Science Foundation of China

Natural Science Foundation of Liaoning Province

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s00603-024-03895-6.pdf

Reference44 articles.

1. Alejano LR, Alonso E (2005) Considerations of the dilatancy angle in rocks and rock masses. Int J Rock Mech Min Sci 42:481–507

2. Alejano LR, Rodriguez-Dono A, Alonso E, Fdez-Manín G (2009) Ground reaction curves for tunnels excavated in different quality rock masses showing several types of post-failure behaviour. Tunn Undergr Space Technol Inc Trenchless Technol Res 24:689–705

3. Alejano LR, Alonso E, Rodríguez-Dono A, Fernández-Manín 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 47:150–160

4. Alejano LR, Rodríguez-Dono A, Veiga M (2012) Plastic radii and longitudinal deformation profiles of tunnels excavated in strain-softening rock masses. Tunn Undergr Space Technol Inc Trenchless Technol Res 30:169–182

5. Anagnostou G (2007) Practical consequences of the time-dependency of ground behavior for tunneling. Rapid Excavation and Tunneling Conference: 2007 proceedings, SME

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