Mechanical properties of granular materials: A variational approach to grain-scale simulations

R. Holtzman, D.B. Silin, T.W. Patzek

Research output: Contribution to journalArticle

20 Citations (Scopus)

Abstract

The mechanical properties of cohesionless granular materials are evaluated from grain‐scale simulations. A three‐dimensional pack of spherical grains is loaded by incremental displacements of its boundaries. The deformation is described as a sequence of equilibrium configurations. Each configuration is characterized by a minimum of the total potential energy. This minimum is computed using a modification of the conjugate gradient algorithm.

Our simulations capture the nonlinear, path‐dependent behavior of granular materials observed in experiments. Micromechanical analysis provides valuable insight into phenomena such as hysteresis, strain hardening and stress‐induced anisotropy. Estimates of the effective bulk modulus, obtained with no adjustment of material parameters, are in agreement with published experimental data. The model is applied to evaluate the effects of hydrate dissociation in marine sediments. Weakening of the sediment is quantified as a reduction in the effective elastic moduli.
Original languageEnglish
Pages (from-to)391-404
Number of pages14
JournalInternational Journal for Numerical and Analytical Methods in Geomechanics
Volume33
Issue number3
DOIs
Publication statusPublished - 25 Feb 2009

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Granular materials
mechanical property
Sediments
Elastic moduli
Mechanical properties
Potential energy
Hydrates
Strain hardening
simulation
Hysteresis
Anisotropy
bulk modulus
elastic modulus
potential energy
hysteresis
hardening
marine sediment
anisotropy
Experiments
sediment

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Mechanical properties of granular materials: A variational approach to grain-scale simulations. / Holtzman, R.; Silin, D.B.; Patzek, T.W.

In: International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 33, No. 3, 25.02.2009, p. 391-404.

Research output: Contribution to journalArticle

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