Future continuum models for granular materials in penetration analyses

DOI10.1007/S10035-006-0026-YzbMath1200.74030OpenAlexW2095354363MaRDI QIDQ608162

Sumit K. Garg

Publication date: 25 November 2010

Published in: Granular Matter (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s10035-006-0026-y

zbMATH Keywords

granular materialscontinuum modelsdiscrete element methodpenetration tests

Mathematics Subject Classification ID

Granularity (74E20)

Related Items (2)

An interpretation of the internal length in Chang's couple-stress continuum for bonded granulates ⋮ Classical and non-classical kinematic fields of two-dimensional penetration tests on granular ground by discrete element method analyses

Cites Work

• A novel approach to examining double-shearing type models for granular materials
• Kinematic models for non-coaxial granular materials. Part I: theory
• Kinematic models for non-coaxial granular materials. Part II: evaluation
• Numerical analysis of the miniature piezocone penetration tests (PCPT) in cohesive soils
• Strain localization analysis by elasto‐viscoplastic softening model for frozen sand
• Discrete element modelling of deep penetration in granular soils

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