Energy analysis of face stability of deep rock tunnels using nonlinear Hoek-Brown failure criterion
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
http://link.springer.com/content/pdf/10.1007/s11771-015-2844-8.pdf
Reference32 articles.
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2. SAADA Z, MAGHOUS S, GARNIER D. Pseudo-static analysis of tunnel face stability using the generalized Hoek-Brown strength criterion [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2013, 37(18): 3194–3212.
3. YANG X L, WANG J M. Ground movement prediction for tunnels using simplified procedure [J]. Tunnelling and Underground Space Technology, 2011, 26(3): 462–471.
4. FRALDI M, GUARRACINO F. Analytical solutions for collapse mechanisms in tunnels with arbitrary cross sections [J]. International Journal of Solids and Structures, 2010, 47(2): 216–223.
5. YANG Xiao-li, JIN Qi-yun, MA Jun-qiu. Pressure from surrounding rock of three shallow tunnels with large section and small spacing [J]. Journal of Central South University, 2012, 19(8): 2380–2385.
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