Validation of a three-dimensional constitutive model for nonlinear site response and soil-structure interaction analyses using centrifuge test data

Author:

Zhang Wenyang1,Esmaeilzadeh Seylabi Elnaz1,Taciroglu Ertugrul1ORCID

Affiliation:

1. Civil & Environmental Engineering Department; University of California; Los Angeles 90095-1593 CA U.S.A.

Funder

California Department of Transportation

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference34 articles.

1. Soil moduli and damping factors for dynamic response analysis;Seed;Report No. EERC 70 -10, University of California, Berkeley, CA,1970

2. Effect of soil plasticity on cyclic response;Vucetic;J Geotech Eng,1991

3. Multiaxial cyclic plasticity model for clays;Borja;J Geotech Eng,1994

4. Computational model for cyclic mobility and associated shear deformation;Yang;J Geotech Geoenviron Eng,2003

5. A critical state two-surface plasticity model for sands;Manzari;Géotech,1997

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