On the determination of a set of material constants for a high-cycle accumulation model for non-cohesive soils

DOI10.1002/nag.821zbMath1273.74315OpenAlexW2105899056MaRDI QIDQ2854853

A. Niemunis, Theodor Triantafyllidis, Torsten Wichtmann

Publication date: 24 October 2013

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.821

zbMATH Keywords

sandmaterial constantscyclic laboratory testsdetermination procedurehigh-cycle accumulation model

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

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Modelling long-term deformation of granular soils incorporating the concept of fractional calculus

Cites Work

• Constitutive equations for cyclic plasticity and cyclic viscoplasticity
• Endochronic Theory of Cyclic Plasticity With Applications
• A numerical model for the cyclic deterioration of railway tracks