Pseudo-dynamic analysis of seismic stability of reinforced slopes considering non-associated flow rule
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/s11771-011-0948-3.pdf
Reference31 articles.
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2. SRBULOV M. Analysis of stability of geogrid reinforced steep slopes and retaining walls [J]. Computers and Geotechnics, 2001, 28(4): 255–268.
3. DE BUHAN P, MANGIAVACCHI R, NOVA R, PELLEGRINI G, SALENCON J. Yield design of reinforced earth walls by a homogenization method [J]. Geotechnique, 1989, 39(2): 189–201.
4. PORBAHA A, ZHAO A, KOBAYASHI M, KISHIDA T. Upper bound estimate of scaled reinforced soil retaining walls [J]. Geotextiles and Geomembranes, 2000, 18(6): 403–413.
5. SINGH D N, BASUDHAR P K. Determination of the optimal lower-bound-bearing capacity of reinforced soil-retaining walls by using finite elements and non-linear programming [J]. Geotextiles and Geomembranes, 1993, 12(7): 665–686.
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