A new double reduction method for slope stability analysis
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
http://link.springer.com/content/pdf/10.1007/s11771-014-2049-6.pdf
Reference12 articles.
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2. MATSUL T, SAN K C. Finite element slope stability analysis by shear strength reduction technique [J]. Solid and Foundations, 1992, 32(1): 59–70.
3. DUNCAN J M. State of the art: Limit equilibrium and finite element analysis of slopes [J]. Journal of Geotechnical and Geoenvironmental Engineering (ASCE), 1996, 122(7): 577–596.
4. GRIFFITHS D V, LANE P A. Slope stability analysis by finite elements [J]. Géotechnique, 1999, 49(3): 387–403.
5. ZHENG H, LIU D F, LI C G. Slope stability analysis based on elasto-plastic finite element method [J]. Int J Numer Meth Engng, 2005, 64: 1871–1888.
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