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Erschienen in: Geotechnical and Geological Engineering 5/2013

01.10.2013 | Original paper

Effect of Aspect Ratio on the Monotonic Shear Behaviour: Micromechanical Interpretations

verfasst von: S. D. Anitha Kumari, T. G. Sitharam

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 5/2013

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Abstract

The effect of aspect ratio on the mechanical behaviour and micromechanics of two different assemblies during drained triaxial shearing are reported in this paper. Discrete element simulations are done on two different sets of assemblies—first assembly consists of particles with aspect ratio 1.0 and second assembly consists of particles with aspect ratio 1.5. A log normal distribution of particle size is adopted for both the samples. The constitutive behaviour of the assemblies and the evolution of the microstructure of the samples under shearing are closely examined and is related to the aspect ratio of the particles constituting the assembly. The spherical harmonic distributions of contact forces and contact normals along with 3-D histograms are plotted to give quantitative information of the variation of these parameters as the loading progresses. The results indicate that as the aspect ratio increases, there is an increase in the maximum deviatoric stress at the macroscopic level. At the microscopic level, the values of the anisotropic coefficients which are representative of the microparameters also show an increase in the magnitude for the assembly with higher aspect ratio particles.

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Metadaten
Titel
Effect of Aspect Ratio on the Monotonic Shear Behaviour: Micromechanical Interpretations
verfasst von
S. D. Anitha Kumari
T. G. Sitharam
Publikationsdatum
01.10.2013
Verlag
Springer Netherlands
Erschienen in
Geotechnical and Geological Engineering / Ausgabe 5/2013
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-013-9677-8

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