Sand−rubber mixture (SRm) behaviour is affected by rubber content (RC) while dissipation in sands is caused by inter-particle sliding. Dissipation in SRm is as, or more significant than in sands. However, the mechanisms of dissipation in SRm are not well understood. In this study, one-dimensional compression tests on sand samples with RC of 0, 15, 30, 45 and 100% by mass were performed on a standard oedometer. In addition, a SRm with RC of 30% was tested on a mini-oedometer placed inside an X-ray scanner and three-dimensional images of the internal structure of the material were acquired at three stages during loading and unloading. Image analysis was used to infer particle-scale measurements and provide experimental evidence to help explaining the energy dissipation mechanisms for SRm. It is postulated here that energy dissipation in these mixtures is dominated by inter-particle sliding at initial stages of loading, but once rubber particles fill the void spaces between the sand, deformation and dissipation mechanisms are dominated by the deformation of the rubber particles.
Article navigation
December 2019
Research Article|
April 30 2019
Particle–scale interactions and energy dissipation mechanisms in sand–rubber mixtures
J. Fonseca
;
J. Fonseca
*City, University of London, London, UK.
Search for other works by this author on:
J. Bernal-Sanchez;
J. Bernal-Sanchez
†Edinburgh Napier University, Edinburgh, Scotland.
Search for other works by this author on:
D. Barreto;
D. Barreto
†Edinburgh Napier University, Edinburgh, Scotland.
Search for other works by this author on:
J. McDougall;
J. McDougall
†Edinburgh Napier University, Edinburgh, Scotland.
Search for other works by this author on:
M. Miranda-Manzanares;
M. Miranda-Manzanares
‡University of Cantabria, Santander, Spain.
Search for other works by this author on:
A. Marinelli;
A. Marinelli
†Edinburgh Napier University, Edinburgh, Scotland.
Search for other works by this author on:
V. Dimitriadi
V. Dimitriadi
†Edinburgh Napier University, Edinburgh, Scotland.
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
December 06 2018
Revision Received:
March 11 2019
Accepted:
March 11 2019
Online ISSN: 2045-2543
ICE Publishing: all rights reserved
2019
Geotechnique Letters (2019) 9 (4): 263–268.
Article history
Received:
December 06 2018
Revision Received:
March 11 2019
Accepted:
March 11 2019
Citation
Fonseca J, Riaz A, Bernal-Sanchez J, Barreto D, McDougall J, Miranda-Manzanares M, Marinelli A, Dimitriadi V (2019), "Particle–scale interactions and energy dissipation mechanisms in sand–rubber mixtures". Geotechnique Letters, Vol. 9 No. 4 pp. 263–268, doi: https://doi.org/10.1680/jgele.18.00221
Download citation file:
New and popular articles
Suggested Reading
Effects of pore-water pH and calcium concentration on the microstructure of kaolin
Geotechnique Letters (December,2019)
Dissolution of randomly distributed soluble grains: post-dissolution k-loading and shear
Geotechnique (October,2014)
Evolution of pore size distribution in deforming granular materials
Geotechnique Letters (January,2017)
Numerical study of one-dimensional compression in granular materials
Geotechnique Letters (July,2015)
Influence of depositional fabric on mechanical properties of naturally deposited sands
Geotechnique (June,2022)
Related Chapters
The general and congruent effects of structure in natural soils and weak rocks
Selected papers on geotechnical engineering by P R Vaughan
The influence of structure on the behaviour of London Clay
Stiff Sedimentary Clays: Genesis and Engineering Behaviour: Géotechnique Symposium in Print 2007
An experimental investigation into the mechanical behaviour of a structured stiff clay
Stiff Sedimentary Clays: Genesis and Engineering Behaviour: Géotechnique Symposium in Print 2007
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
