This paper proposes a simple method for studying the evolution of particle breakage. A two-parameter statistical model is first proposed to describe the distribution of new particles generated from breakage of an initially uniformly graded sample. A Markov chain model is then proposed to describe the particle size evolution of non-uniformly graded samples. The two-parameter statistical model is shown to be able to capture different breakage patterns such as asperity breakage and particle splitting observed during breakage of uniformly graded samples. In the Markov chain model, it is shown that the concept of ‘effective breakage probability’, proposed to define the relative breakage extent of the whole sample, is comparable to a well-established breakage index in the literature. Both models are successfully validated against experimental data, where the characteristics of the model parameters and the engineering implications are discussed.
Article navigation
November 2015
Research Article|
August 21 2015
A new method for studying the evolution of particle breakage Available to Purchase
S. Zhang;
S. Zhang
*School of Civil Engineering, Central South University, Changsha, People's Republic of China.
†National Engineering Laboratory for High-Speed Railway Construction, Changsha, People's Republic of China.
Search for other works by this author on:
C.-X. Tong;
C.-X. Tong
*School of Civil Engineering, Central South University, Changsha, People's Republic of China.
Search for other works by this author on:
X. Li;
X. Li
*School of Civil Engineering, Central South University, Changsha, People's Republic of China.
Search for other works by this author on:
D. Sheng
D. Sheng
†National Engineering Laboratory for High-Speed Railway Construction, Changsha, People's Republic of China.
‡Centre of Excellence for Geotechnical Science and Engineering, The University of Newcastle, Callaghan, NSW, Australia.
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
November 25 2014
Accepted:
July 02 2015
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2015 Thomas Telford Ltd
2015
Geotechnique (2015) 65 (11): 911–922.
Article history
Received:
November 25 2014
Accepted:
July 02 2015
Citation
Zhang S, Tong C, Li X, Sheng D (2015), "A new method for studying the evolution of particle breakage". Geotechnique, Vol. 65 No. 11 pp. 911–922, doi: https://doi.org/10.1680/jgeot.14.P.240
Download citation file:
Suggested Reading
The critical state of granular media: convergence, stationarity and disorder
Geotechnique (July,2016)
A reference state curve to define the state of soils over a wide range of pressures and densities
Geotechnique (May,2017)
Stiffness degradation in granular materials due to chemical dissolution
Geotechnique Letters (December,2019)
Nano-level constitutive model for expansive clays
Geotechnique (September,2016)
An experimental investigation of work dissipation in crushable materials
Geotechnique (October,2005)
Related Chapters
Volumetric consequences of particle loss by grading entropy
Bio- and Chemo-Mechanical Processes in Geotechnical Engineering: Géotechnique Symposium in Print 2013
On horizontal variability in lime-cement columns in deep mixing
Risk and Variability in Geotechnical Engineering
Partial factors calibration based on reliability analyses for square footings on granular soils
Risk and Variability in Geotechnical Engineering
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
