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Characteristic state plasticity for granular materials. II: Model calibration and results

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Publication:1579911
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DOI10.1016/S0020-7683(99)00279-6zbMath0986.74021MaRDI QIDQ1579911

Steen Krenk, Aylin Ahadi

Publication date: 11 June 2002

Published in: International Journal of Solids and Structures (Search for Journal in Brave)


zbMATH Keywords

sandgranular materialscalibration proceduresoil mechanicsnon-associated plasticitytriaxial testcharacteristic stress state


Mathematics Subject Classification ID

Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Granularity (74E20) Soil and rock mechanics (74L10)


Related Items (3)

A three-invariant cap model with isotropic-kinematic hardening rule and associated plasticity for granular materials ⋮ Implicit stress-update algorithm for isotropic Cam-clay model based on the subloading surface concept at finite strains ⋮ Implicit integration of plasticity models for granular materials.




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