To understand the relationship between microscopic variables and macroscopic engineering properties of kaolinite particles, a molecular dynamics simulation of triaxial shear tests was developed. The calculations were based on a coarse-grained representation of kaolinite particles, considering the action of Derjaguin–Landau–Vervey–Overbeek forces and the granular interactions. The objective of this study was to provide an understanding of the micro- to macro-linkage of mechanical properties through the development of a versatile numerical framework to accurately duplicate the interactions between clay particles and to study the three-dimensional mechanical behaviour of granular matters. To understand the capabilities of the method, several computer simulations of the periodic true triaxial compression and extension tests of both isotropically and one-dimensionally consolidated specimens were carried out.
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September 2019
Research Article|
July 12 2019
Multi-scale modelling of kaolinite triaxial behaviour Available to Purchase
P. Aminpour;
P. Aminpour
*Department of Civil, Architectural and Environmental Engineering, Drexel University, Philadelphia, PA, USA.
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K. J. Sjoblom
K. J. Sjoblom
*Department of Civil, Architectural and Environmental Engineering, Drexel University, Philadelphia, PA, USA.
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Publisher: Emerald Publishing
Received:
November 02 2018
Revision Received:
May 01 2019
Accepted:
May 02 2019
ICE Publishing: all rights reserved
2019
Geotechnique Letters (2019) 9 (3): 178–185.
Article history
Received:
November 02 2018
Revision Received:
May 01 2019
Accepted:
May 02 2019
Citation
Aminpour P, Sjoblom KJ (2019), "Multi-scale modelling of kaolinite triaxial behaviour". Geotechnique Letters, Vol. 9 No. 3 pp. 178–185, doi: https://doi.org/10.1680/jgele.18.00194
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