A review of two-dimensional image-based technologies for size and shape characterization of coarse-grained granular soils

被引:2
作者
Gao, Lin [1 ]
Wang, Dong [1 ]
Miao, Yu [1 ]
机构
[1] Huazhong Univ Sci & Technol, Sch Civil & Hydraul Engn, Wuhan 430074, Hubei, Peoples R China
基金
中国博士后科学基金;
关键词
Particle shape characterization; Coarse-grained granular soils; Two-dimensional image; Image-based methods; PARTICLE-SHAPE; FRACTAL ANALYSIS; AGGREGATE ANGULARITY; MECHANICAL-BEHAVIOR; WAVELET ANALYSIS; CRITICAL-STATE; VOID RATIO; ROUNDNESS; SANDS; STRENGTH;
D O I
10.1016/j.powtec.2024.120115
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
Coarse-grained granular soils are critical construction and building materials. The particle shape of granular soils significantly affects their macro mechanical properties. The particle shape can be quantified by sphericity, roundness, and roughness at three different scales. At each scale, researchers have proposed various descriptors for shape characterizations. Before the advent of computers and digital cameras, the two-dimensional (2D) maximum particle projections were utilized to determine particle shape descriptors through either manual measurements or visual comparisons. In the last three decades, image-based techniques have been utilized to automate particle shape analysis. However, there is a lack of comprehensive review of existing particle shape definitions and image-based techniques for particle shape analysis. As such, this study first investigates the particle shape descriptions and image acquisition system. The image-based methods for computed-aided particle shape analysis and influence factors are also reviewed. Further, the review emphasizes empirical relationship between particle shape and mechanical properties of granular soil for engineering applications. The results indicate that different descriptors yield inconsistent outcomes. Therefore, researchers should choose appropriate particle shape descriptors and evaluation techniques based on the specific problems that need to be addressed.
引用
收藏
页数:19
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共 139 条
  • [1] Quantifying Morphology of Sands Using 3D Imaging
    Alshibli, Khalid A.
    Druckrey, Andrew M.
    Al-Raoush, Riyadh I.
    Weiskittel, Taylor
    Lavrik, Nickolay V.
    [J]. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2015, 27 (10)
  • [2] Analysis of an Image-Based Method to Quantify the Size and Shape of Sand Particles
    Altuhafi, F.
    O'Sullivan, C.
    Cavarretta, I.
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2013, 139 (08) : 1290 - 1307
  • [3] Effect of Particle Shape on the Mechanical Behavior of Natural Sands
    Altuhafi, Fatin N.
    Coop, Matthew R.
    Georgiannou, Vasiliki N.
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2016, 142 (12)
  • [4] Characterization of sand particle morphology: state-of-the-art
    Anusree, K., V
    Latha, Gali Madhavi
    [J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2023, 82 (07)
  • [5] The Relationship between the Fractal Dimension and Shape Properties of Particles
    Arasan, Seracettin
    Akbulut, Suat
    Hasiloglu, A. Samet
    [J]. KSCE JOURNAL OF CIVIL ENGINEERING, 2011, 15 (07) : 1219 - 1225
  • [6] Numerical investigation of particle shape on mechanical behaviour of unsaturated granular soils using elliptical particles
    Asadi, Reza
    Mirghasemi, Ali A.
    [J]. ADVANCED POWDER TECHNOLOGY, 2018, 29 (12) : 3087 - 3099
  • [7] Geological and physical factors affecting the friction angle of compacted sands
    Bareither, Christopher A.
    Edil, Tuncer B.
    Benson, Craig H.
    Mickelson, David M.
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2008, 134 (10) : 1476 - 1489
  • [8] THE SHAPE OF ROCK PARTICLES, A CRITICAL-REVIEW
    BARRETT, PJ
    [J]. SEDIMENTOLOGY, 1980, 27 (03) : 291 - 303
  • [9] Particle shape: a review and new methods of characterization and classification
    Blott, Simon J.
    Pye, Kenneth
    [J]. SEDIMENTOLOGY, 2008, 55 (01) : 31 - 63
  • [10] Particle shape characterisation using Fourier descriptor analysis
    Bowman, ET
    Soga, K
    Drummond, W
    [J]. GEOTECHNIQUE, 2001, 51 (06): : 545 - 554