Classical and non-classical kinematic fields of two-dimensional penetration tests on granular ground by discrete element method analyses

DOI10.1007/S10035-008-0107-1zbMath1258.74041OpenAlexW2063543341MaRDI QIDQ1937404

Yanyan Li

Publication date: 28 February 2013

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

Full work available at URL: https://doi.org/10.1007/s10035-008-0107-1

zbMATH Keywords

kinematic variablesgranular soilspenetration testsdiscrete element methods

Mathematics Subject Classification ID

Experimental work for problems pertaining to mechanics of deformable solids (74-05) Granularity (74E20)

Cites Work

• Unnamed Item
• Future continuum models for granular materials in penetration analyses
• Determining particulate-solid interphase strength using shear-induced anisotropy
• Influence of particle shape on sheared dense granular media
• Development of micromechanical models for granular media. The projection problem
• Kinematic variables bridging discrete and continuum granular mechanics
• Kinematic models for non-coaxial granular materials. Part I: theory
• Kinematic models for non-coaxial granular materials. Part II: evaluation
• A Definition of Particle Rolling in a Granular Assembly in Terms of Particle Translations and Rotations
• A simple and efficient approach to capturing bonding effect in naturally microstructured sands by discrete element method
• Numerical analysis of the miniature piezocone penetration tests (PCPT) in cohesive soils
• Microcontinuum Field Theories
• Discrete element modelling of deep penetration in granular soils
• Change of scale in granular materials

This page was built for publication: Classical and non-classical kinematic fields of two-dimensional penetration tests on granular ground by discrete element method analyses