Influences of strain softening and seepage on elastic and plastic solutions of circular openings in nonlinear rock masses
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science
Link
http://link.springer.com/content/pdf/10.1007/s11771-010-0531-3.pdf
Reference21 articles.
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3. EGGER P. Design and construction aspects of deep tunnels with particular emphasis on strain softening rocks [J]. Tunnelling and Underground Space Technology, 2008, 23(4): 403–408.
4. PAN Y S, WANG X B, LI Z H. Analysis of the strain softening size effect for rock specimens based on shear strain gradient plasticity theory [J]. International Journal of Rock Mechanics and Mining Sciences, 2002, 39(6): 801–805.
5. ALONSO E, ALEJANO L R, VARAS F, FDEZ-MANIN G, CARRANZA-TORRES C. Ground response curves for rock masses exhibiting strain softening behavior [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2003, 27(13): 1153–1185.
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