John P. de Bono email@example.com
DEM of triaxial tests on crushable sand
de Bono, John P.; McDowell, Glenn R.
Glenn R. McDowell firstname.lastname@example.org
This paper presents simulations of high-pressure triaxial shear tests on a crushable sand. The discrete element method is used, featuring a large number of particles and avoiding the use of agglomerates. The triaxial model features a flexible membrane, therefore allowing realistic deformation, and a simple breakage mechanism is implemented using the octahedral shear stress induced in the particles. The simulations show that particle crushing is essential to replicate the realistic behaviour of sand (in particular the volumetric contraction) in high-pressure shear tests. The general effects of crushing during shear are explored, including its effects on critical states, and the influence of particle strength and confining pressure on the degree of crushing are discussed.
|Journal Article Type||Article|
|Publication Date||Jan 1, 2014|
|Peer Reviewed||Peer Reviewed|
|APA6 Citation||de Bono, J. P., & McDowell, G. R. (2014). DEM of triaxial tests on crushable sand. Granular Matter, 16(4), doi:10.1007/s10035-014-0500-x|
|Copyright Statement||Copyright information regarding this work can be found at the following address: http://creativecommons.org/licenses/by/4.0|
Copyright information regarding this work can be found at the following address: http://creativecommons.org/licenses/by/4.0
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