Seismic failure mechanisms for loaded slopes with associated and nonassociated flow rules
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/s11771-008-0051-6.pdf
Reference17 articles.
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2. WANG Yu-jie, YIN Jian-hua, LEE C F. The influence of a non-associated flow rule on the calculation of the factor of safety of the soil slopes [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2001, 25(13): 1351–1359.
3. WANG Yu-jie, YIN Jian-hua. Wedge stability analysis considering dilatancy of discontinuities [J]. Rock Mechanics and Rock Engineering, 2002, 35(2): 127–137.
4. KUMAR J. Stability factors for slopes with nonassociated flow rule using energy consideration [J]. International Journal of Geomechanics, 2004, 4(4): 264–272.
5. YANG Xiao-li, YIN Jian-hua. Linear Mohr-Coulomb strength parameters from the nonlinear Hoek-Brown rock masses [J]. International Journal of Non-Linear Mechanics, 2006, 41(8): 1000–1005.
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