An elasto-plastic model for underwater tunnels considering seepage body forces and strain-softening behaviour
Author:
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering,Environmental Engineering
Link
http://www.tandfonline.com/doi/pdf/10.1080/19648189.2014.939305
Reference21 articles.
1. Ground response curves for rock masses exhibiting strain-softening behaviour
2. Application of the Convergence-Confinement method of tunnel design to rock masses that satisfy the Hoek-Brown failure criterion
3. Analytical and numerical study of the effect of water pressure on the mechanical response of cylindrical lined tunnels in elastic and elasto-plastic porous media
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