Impact of Particle Shape on Crushing Behaviour of Rock Particles Using X-ray Micro-CT Testing and DEM Modelling
被引:2
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作者:
Zhao, Xiaolong
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机构:
Shandong Agr Univ, Coll Water Conservancy & Civil Engn, Tai An 271018, Peoples R China
Univ Lille, UMR LaMcube Lab Mecan 9013, CNRS, Cent Lille,Multiphys,Multiechelle, F-59000 Lille, France
Hohai Univ, Key Lab Geomech & Embankment Engn, Minist Educ, Nanjing 210098, Peoples R ChinaShandong Agr Univ, Coll Water Conservancy & Civil Engn, Tai An 271018, Peoples R China
Zhao, Xiaolong
[1
,2
,3
]
Wu, Yunlong
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机构:
Univ Lille, UMR LaMcube Lab Mecan 9013, CNRS, Cent Lille,Multiphys,Multiechelle, F-59000 Lille, FranceShandong Agr Univ, Coll Water Conservancy & Civil Engn, Tai An 271018, Peoples R China
Wu, Yunlong
[2
]
Jia, Yun
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机构:
Univ Lille, UMR LaMcube Lab Mecan 9013, CNRS, Cent Lille,Multiphys,Multiechelle, F-59000 Lille, FranceShandong Agr Univ, Coll Water Conservancy & Civil Engn, Tai An 271018, Peoples R China
Jia, Yun
[2
]
Bian, Hanbing
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Univ Lille, LGCgE Lab Civil Engn & Geoenvironm, ULR 4515, F-59000 Lille, FranceShandong Agr Univ, Coll Water Conservancy & Civil Engn, Tai An 271018, Peoples R China
Bian, Hanbing
[4
]
Bur, Nicolas
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Univ Lille, UMR LaMcube Lab Mecan 9013, CNRS, Cent Lille,Multiphys,Multiechelle, F-59000 Lille, FranceShandong Agr Univ, Coll Water Conservancy & Civil Engn, Tai An 271018, Peoples R China
Bur, Nicolas
[2
]
Zhu, Jungao
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机构:
Hohai Univ, Key Lab Geomech & Embankment Engn, Minist Educ, Nanjing 210098, Peoples R ChinaShandong Agr Univ, Coll Water Conservancy & Civil Engn, Tai An 271018, Peoples R China
Zhu, Jungao
[3
]
Colliat, Jean-Baptiste
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机构:
Univ Lille, UMR LaMcube Lab Mecan 9013, CNRS, Cent Lille,Multiphys,Multiechelle, F-59000 Lille, FranceShandong Agr Univ, Coll Water Conservancy & Civil Engn, Tai An 271018, Peoples R China
Colliat, Jean-Baptiste
[2
]
机构:
[1] Shandong Agr Univ, Coll Water Conservancy & Civil Engn, Tai An 271018, Peoples R China
[2] Univ Lille, UMR LaMcube Lab Mecan 9013, CNRS, Cent Lille,Multiphys,Multiechelle, F-59000 Lille, France
[3] Hohai Univ, Key Lab Geomech & Embankment Engn, Minist Educ, Nanjing 210098, Peoples R China
Particle crushing is a fundamental issue in the analysis of the deformation and failure behaviour of rockfill materials. The impact of morphology on the crushing behaviour of granite particles is investigated via a series of in-situ X-ray micro-CT tests and DEM simulations. Single-particle crushing tests are performed on rock particles of three different sizes. During mechanical loading, four in-situ CT scans are performed on each grain using an innovative loading apparatus. The CT test images reveal that the shape of the particle and its heterogeneous structure are crucial factors in determining failure patterns. Additionally, various shape indexes of rock particles change progressively and tend to stabilize, while their fragments follow a fractal distribution, seemingly independent of their initial size. Based on CT images, numerical particles with realistic shapes and internal flaws are generated using a proposed numerical method. It is observed that an increase in elongation index EI or flatness index FI results in a decrease in characteristic strength sigma 0\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$\sigma _0$$\end{document} and an increase in Weibull modulus m. A novel loading apparatus has been developed for the realization of in-situ mu\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$\mu$$\end{document}CT scans during single-particle crushing tests.CT test images reveal that particle shape and its heterogeneous structure are crucial factors in determining the failure pattern of rockfill particles.A new numerical method is proposed for generating particles, including both particle shape and microstructure.For particle shape, increasing the elongation index and flatness index of particle results in a decrease in characteristic strength sigma 0\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$\sigma _0$$\end{document} and an increase in Weibull modulus .
机构:
Yunlong Lake Lab Deep Underground Sci & Engn, Xuzhou 221100, Peoples R ChinaChina Univ Min & Technol, State Key Lab Intelligent Construct & Hlth Operat, Xuzhou 221116, Peoples R China
Hu, Qinxin
Yang, Shangtong
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机构:
China Univ Min & Technol, State Key Lab Intelligent Construct & Hlth Operat, Xuzhou 221116, Peoples R China
Yunlong Lake Lab Deep Underground Sci & Engn, Xuzhou 221100, Peoples R China
Univ Strathclyde, Dept Civil & Environm Engn, Glasgow City G1 1XJ, ScotlandChina Univ Min & Technol, State Key Lab Intelligent Construct & Hlth Operat, Xuzhou 221116, Peoples R China
Yang, Shangtong
Xi, Xun
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机构:
Univ Sci & Technol Beijing, Sch Civil & Resource Engn, Beijing 100083, Peoples R ChinaChina Univ Min & Technol, State Key Lab Intelligent Construct & Hlth Operat, Xuzhou 221116, Peoples R China
Xi, Xun
Shipton, Zoe K.
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机构:
Univ Strathclyde, Dept Civil & Environm Engn, Glasgow City G1 1XJ, ScotlandChina Univ Min & Technol, State Key Lab Intelligent Construct & Hlth Operat, Xuzhou 221116, Peoples R China
Shipton, Zoe K.
Minto, James
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机构:
Univ Strathclyde, Dept Civil & Environm Engn, Glasgow City G1 1XJ, ScotlandChina Univ Min & Technol, State Key Lab Intelligent Construct & Hlth Operat, Xuzhou 221116, Peoples R China
Minto, James
Hu, Xiaofei
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机构:
Dalian Univ Technol, Dept Engn Mech, Dalian 116024, Peoples R ChinaChina Univ Min & Technol, State Key Lab Intelligent Construct & Hlth Operat, Xuzhou 221116, Peoples R China
机构:
RMIT Univ, Sch Engn, Melbourne, Vic 3000, Australia
HUTECH Univ, CIRTech Inst, Ho Chi Minh City, VietnamRMIT Univ, Sch Engn, Melbourne, Vic 3000, Australia