Optimised calibration algorithm of a bounding surface model for coarse-grained soils
Author:
Affiliation:
1. University of Molise
2. Sapienza University of Rome
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/14/10_v10.OS-3-05/_pdf
Reference18 articles.
1. 1) Papadimitriou, A.G., Bouckovalas, G.D. (2002): Plasticity model for sand under small and large cyclic strains: a multiaxial formulation, Soil Dyn and Earthq Eng 22:191–204
2. 2) Manzari, M.T., Dafalias, Y.F. (1997): A critical state two-surface plasticity model for sand, Geotechnique 47(2):255–72.
3. 3) Been, K., Jeffries, M.G. (1985): A state parameter for sands, Geotechnique, London, 35(2), 99–112.
4. 4) Papadimitriou, A.G., Bouckovalas, G.D., Dafalias, Y.F. (2001): Plasticity model for sand under small and large cyclic strains, Journal of Geotechnical and Geoenvironmental Engineering ASCE 127(11):973–83 (2001).
5. 5) McKenna, F., Scott, M.H., Fenves, G.L. (2010): OpenSees.: Nonlinear finite-element analysis software architecture using object composition, Journal of Computing in Civil Engineering 24(1), 95–107.
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