Improved slope safety analysis by new Druker-Prager type criterion
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
http://link.springer.com/content/pdf/10.1007/s11771-012-1119-x.pdf
Reference28 articles.
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4. GUDEHUS G A comprehensive constitutive equation for granular materials [J]. Soils and Foundations, 1996, 36(1): 1–12.
5. MATSUOKA H, SAKAKIBARA K A. A constitutive model for sands and clays evaluating principal stress rotation [J]. Soils and Foundation, 1987, 27(4): 73–88.
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