The incremental response of soils. An investigation using a discrete-element model

DOI10.1007/s10665-004-6675-0zbMath1080.74038arXivcond-mat/0403065OpenAlexW4249784613MaRDI QIDQ2583251

Fernando Alonso-Marroquín, Hans J. Herrmann

Publication date: 13 January 2006

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

Full work available at URL: https://arxiv.org/abs/cond-mat/0403065

zbMATH Keywords

incremental stress-strain relationhypoplasticityHill condition of stability

Mathematics Subject Classification ID

Granularity (74E20) Soil and rock mechanics (74L10)

Related Items (1)

An efficient algorithm for granular dynamics simulations with complex-shaped objects

Cites Work

• A model of nonlinearity hardening materials for complex loading
• A vectorizable random lattice
• Statistical analysis of contact force components in random granular assemblies
• Micro--macro transition for anisotropic, frictional granular packings
• On the fabric tensor of polydisperse granular materials in 2D
• Numerical simulations of the incremental responses of idealized granular materials
• Yield surfaces and principle of superposition: Revisit through incrementally nonlinear constitutive relations
• CLoE, a new rate‐type constitutive model for geomaterials theoretical basis and implementation

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