An assessment of plasticity theories for modeling the incrementally nonlinear behavior of granular soils

DOI10.1007/s10665-004-4555-2zbMath1079.74046OpenAlexW4253034360WikidataQ59365837 ScholiaQ59365837MaRDI QIDQ2583246

Gioacchino Viggiani, Francesco Calvetti, Claudio Tamagnini

Publication date: 13 January 2006

Published in: Journal of Engineering Mathematics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s10665-004-4555-2

zbMATH Keywords

generalized plasticitybounding surface plasticitydistinct element methodgeneralized tangential plasticity

Mathematics Subject Classification ID

Granularity (74E20) Soil and rock mechanics (74L10) Plastic materials, materials of stress-rate and internal-variable type (74C99)

Related Items (1)

A spherical discrete element model: calibration procedure and incremental response

Cites Work

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• Numerical simulations of the incremental responses of idealized granular materials
• Cam-Clay plasticity. III: Extension of the infinitesimal model to include finite strains
• On the time derivatives of equilibrated response functions
• Generalized plasticity and the modelling of soil behaviour
• Isotropic yield surfaces in three dimensions for use in soil mechanics
• A Generalized Backward Euler algorithm for the numerical integration of an isotropic hardening elastoplastic model for mechanical and chemical degradation of bonded geomaterials

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