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Nie J, Cui Y, Senetakis K, Guo D, Wang Y, Wang G, Feng P, He H, Zhang X, Zhang X, Li C, Zheng H, Hu W, Niu F, Liu Q, Li A. Predicting residual friction angle of lunar regolith based on Chang'e-5 lunar samples. Sci Bull (Beijing) 2023; 68:730-739. [PMID: 36964088 DOI: 10.1016/j.scib.2023.03.019] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [Track Full Text] [Journal Information] [Subscribe] [Scholar Register] [Received: 09/05/2022] [Revised: 03/04/2023] [Accepted: 03/06/2023] [Indexed: 03/16/2023]
Abstract
With the rapid development of human lunar exploration projects, the lunar base establishment and resource utilization are on the way, and hence it is urgent and significant to reasonably predict engineering properties of the lunar regolith, which remains to be unclear due to limited lunar samples currently accessible for geotechnical tests. In this contribution, we aim to address this outstanding challenge from the perspective of granular material mechanics. To this end, the 3D multi-aspect geometrical characteristics and mechanical properties of Chang'e-5 lunar samples are for the first time evaluated with a series of non-destructive microscopic tests. Based on the measured particle surface roughness and Young's modulus, the interparticle friction coefficients of lunar regolith particles are well predicted through an experimental fitting approach using previously published data on terrestrial geomaterials or engineering materials. Then the residual friction angle of the lunar regolith under low confining pressure is predicted as 53° to 56° according to the particle overall regularity and interparticle coefficient of Chang'e-5 lunar samples. The presented results provide a novel cross-scale method to predict engineering properties of lunar regolith from particle scale information to serve for the future lunar surface engineering construction.
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Affiliation(s)
- Jiayan Nie
- State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China; School of Civil Engineering, Wuhan University, Wuhan 430072, China
| | - Yifei Cui
- State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China.
| | - Kostas Senetakis
- Department of Architecture and Civil Engineering, City University of Hong Kong, Hong Kong 999077, China
| | - Dan Guo
- State Key Laboratory of Tribology, Tsinghua University, Beijing 100084, China
| | - Yu Wang
- Key Laboratory of Mountain Hazards and Surface Process, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu 610041, China
| | - Guodong Wang
- State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China
| | - Peng Feng
- Department of Civil Engineering, Tsinghua University, Beijing 100084, China
| | - Huaiyu He
- State Key Laboratory of Lithospheric Evolution, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029, China
| | - Xuhang Zhang
- State Key Laboratory of Lithospheric Evolution, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029, China
| | - Xiaoping Zhang
- State Key Laboratory of Lunar and Planetary Sciences, Macau University of Science and Technology, Macau 999078, China
| | - Cunhui Li
- Science and Technology on Vacuum Technology and Physics Laboratory, Lanzhou Institute of Physics, Lanzhou 730000, China
| | - Hu Zheng
- Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China
| | - Wei Hu
- State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China
| | - Fujun Niu
- South China Institute of Geotechnical Engineering, South China University of Technology, Guangzhou 510641, China
| | - Quanxing Liu
- School of Mathematical Sciences, Shanghai Jiao Tong University, Shanghai 200240, China
| | - Anyuan Li
- Key Laboratory of Rock Mechanics and Geohazards of Zhejiang Province, Shaoxing University, Shaoxing 312000, China
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Ueda T. Reproducibility of the repose angle, porosity, and coordination number of particles generated by spherical harmonic-based principal component analysis using discrete element simulation. POWDER TECHNOL 2023. [DOI: 10.1016/j.powtec.2022.118143] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Track Full Text] [Journal Information] [Subscribe] [Scholar Register] [Indexed: 12/12/2022]
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Behnsen JG, Black K, Houghton JE, Worden RH. A Review of Particle Size Analysis with X-ray CT. MATERIALS (BASEL, SWITZERLAND) 2023; 16:1259. [PMID: 36770266 PMCID: PMC9920517 DOI: 10.3390/ma16031259] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [Grants] [Track Full Text] [Figures] [Subscribe] [Scholar Register] [Received: 12/13/2022] [Revised: 01/19/2023] [Accepted: 01/26/2023] [Indexed: 06/18/2023]
Abstract
Particle size and morphology analysis is a problem common to a wide range of applications, including additive manufacturing, geological and agricultural materials' characterisation, food manufacturing and pharmaceuticals. Here, we review the use of microfocus X-ray computed tomography (X-ray CT) for particle analysis. We give an overview of different sample preparation methods, image processing protocols, the morphology parameters that can be determined, and types of materials that are suitable for analysis of particle sizes using X-ray CT. The main conclusion is that size and shape parameters can be determined for particles larger than approximately 2 to 3 μm, given adequate resolution of the X-ray CT setup. Particles composed of high atomic number materials (Z > 40) require careful sample preparation to ensure X-ray transmission. Problems occur when particles with a broad range of sizes are closely packed together, or when particles are fused (sintered or cemented). The use of X-ray CT for particle size analysis promises to become increasingly widespread, offering measurements of size, shape, and porosity of large numbers of particles within one X-ray CT scan.
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Affiliation(s)
- Julia G. Behnsen
- School of Engineering, University of Liverpool, Liverpool L69 3GH, UK
| | - Kate Black
- School of Engineering, University of Liverpool, Liverpool L69 3GH, UK
| | - James E. Houghton
- Department of Earth, Ocean and Ecological Science, University of Liverpool, Liverpool L69 3GH, UK
| | - Richard H. Worden
- Department of Earth, Ocean and Ecological Science, University of Liverpool, Liverpool L69 3GH, UK
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Zou Y, Ma G, Zhao S, Chen S, Zhou W. Particle shape transforms the driving of shear stress in granular materials. POWDER TECHNOL 2023. [DOI: 10.1016/j.powtec.2023.118235] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Track Full Text] [Journal Information] [Subscribe] [Scholar Register] [Indexed: 01/11/2023]
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5
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Wang S, Wei Z, Ji S. Investigation of the flow characteristics of spherical harmonic particles using the level set method. POWDER TECHNOL 2022. [DOI: 10.1016/j.powtec.2022.118069] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Track Full Text] [Journal Information] [Subscribe] [Scholar Register] [Indexed: 11/09/2022]
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Zhang C, Zhao S, Zhao J, Zhou X. Three-dimensional Voronoi analysis of realistic grain packing: An XCT assisted set Voronoi tessellation framework. POWDER TECHNOL 2021. [DOI: 10.1016/j.powtec.2020.10.054] [Citation(s) in RCA: 5] [Impact Index Per Article: 1.7] [Reference Citation Analysis] [Track Full Text] [Journal Information] [Subscribe] [Scholar Register] [Indexed: 10/23/2022]
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A Novel Multi-Scale Particle Morphology Descriptor with the Application of SPHERICAL Harmonics. MATERIALS 2020; 13:ma13153286. [PMID: 32718018 PMCID: PMC7435663 DOI: 10.3390/ma13153286] [Citation(s) in RCA: 7] [Impact Index Per Article: 1.8] [Reference Citation Analysis] [Abstract] [Key Words] [Track Full Text] [Download PDF] [Figures] [Subscribe] [Scholar Register] [Received: 06/14/2020] [Revised: 07/20/2020] [Accepted: 07/21/2020] [Indexed: 11/29/2022]
Abstract
Particle morphology is of great significance to the grain- and macro-scale behaviors of granular soils. Most existing traditional morphology descriptors have three perennial limitations, i.e., dissensus of definition, inter-scale effect, and surface roughness heterogeneity, which limit the accurate representation of particle morphology. The inter-scale effect refers to the inaccurate representation of the morphological features at the target relative length scale (RLS, i.e., length scale with respective to particle size) caused by the inclusion of additional morphological details existing at other RLS. To effectively eliminate the inter-scale effect and reflect surface roughness heterogeneity, a novel spherical harmonic-based multi-scale morphology descriptor Rinc is proposed to depict the incremental morphology variation (IMV) at different RLS. The following conclusions were drawn: (1) the IMV at each RLS decreases with decreasing RLS while the corresponding particle surface is, in general, getting rougher; (2) artificial neural network (ANN)-based mean impact values (MIVs) of Rinc at different RLS are calculated and the results prove the effective elimination of inter-scale effects by using Rinc; (3) Rinc shows a positive correlation with the rate of increase of surface area RSA at all RLS; (4) Rinc can be utilized to quantify the irregularity and roughness; (5) the surface morphology of a given particle shows different morphology variation in different sections, as well as different variation trends at different RLS. With the capability of eliminating the existing limitations of traditional morphology descriptors, the novel multi-scale descriptor proposed in this paper is very suitable for acting as a morphological gene to represent the multi-scale feature of particle morphology.
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