Impact of Particle Shape on Crushing Behaviour of Rock Particles Using X-ray Micro-CT Testing and DEM Modelling-Reference-Cited by-同舟云学术

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Impact of Particle Shape on Crushing Behaviour of Rock Particles Using X-ray Micro-CT Testing and DEM Modelling

Published:2024-05-16 Issue: Volume: Page:
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Zhao Xiaolong^ORCID,Wu Yunlong^ORCID,Jia Yun^ORCID,Bian Hanbing^ORCID,Bur Nicolas^ORCID,Zhu Jungao^ORCID,Colliat Jean-Baptiste^ORCID

Funder

Innovative Research Group Project of the National Natural Science Foundation of China

Open Sharing Fund for the Large-scale Instruments of Hohai University

Parent Project Muscular Dystrophy

China Scholarship Council

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s00603-024-03916-4.pdf

Reference67 articles.

1. Alam MF, Haque A, Ranjith PG (2018) A study of the particle-level fabric and morphology of granular soils under one-dimensional compression using insitu x-ray ct imaging. Materials 11:919

2. An N, Ma G, Zhou H, Wang D, Lu X, Zhou W (2023) Dem investigation of the microscopic mechanism of scale effect of sandy gravel material. Acta Geotech 18:1373–1390

3. Andò E, Viggiani G, Hall S, Desrues J (2013) Experimental micro-mechanics of granular media studied by x-ray tomography: recent results and challenges. Géotech Lett 3:142–146

4. Cavarretta I, O’sullivan C (2012) The mechanics of rigid irregular particles subject to uniaxial compression. Géotechnique 62:681–692

5. Cil MB, Alshibli KA (2012) 3d assessment of fracture of sand particles using discrete element method. Géotech Lett 2:161–166

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