Plastic radii and longitudinal deformation profiles of tunnels excavated in strain-softening rock masses

Author:

Alejano Leandro R.,Rodríguez-Dono Alfonso,Veiga María

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference45 articles.

1. Application of the convergence-confinement method to tunnels in rock masses exhibiting Hoek–Brown strain-softening behaviour;Alejano;Int. J. Rock Mech. Min. Sci.,2010

2. Ground reaction curves for tunnels excavated in different quality rock masses showing several types of post-failure behaviour;Alejano;Tunn. Undergr. Sp. Technol.,2009

3. Ground reaction curves for rock masses exhibiting strain-softening behaviour;Alonso;Int. J. Num. Anal. Meth. Geomech.,2003

4. Innovative tunnelling construction method to cope with squeezing at Saint Martin La Porte Access Adit;Barla,2009

5. Barton, N., Grimstad, E., 1994. The Q-system following 20years of application in NATM support selection. In: 43rd Colloquy on Geomechanics, Salzburg. Felsbau 1994, 6/94, pp. 428–436.

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