Evolution of particle morphology of quartz sand during one-dimensional compression

被引:5
|
作者
Yao, Ting [1 ,2 ]
Xing, Xin [3 ]
Li, Wei [4 ]
机构
[1] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan, Peoples R China
[2] Changsha Univ Sci & Technol, Key Lab Special Environm Rd Engn Hunan Prov, Changsha, Hunan, Peoples R China
[3] Univ Hong Kong, Dept Civil Engn, Hong Kong, Peoples R China
[4] China Univ Geosci, Fac Engn, Wuhan, Peoples R China
基金
中国国家自然科学基金;
关键词
One-dimensional compression; Particle breakage; Particle size; Particle shape; Surface roughness; BEHAVIOR; QUANTIFICATION; MICROMECHANICS; FRACTURE; SIZE;
D O I
10.1016/j.powtec.2023.118921
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
Particle breakage alters particle size, shape, surface roughness, and co-ordination number, which in turn changes macro-mechanical behaviour including compressibility and shear strength. This study conducted a series of one-dimensional (1D) compression tests on quartz sands with different initial void ratios, ending the tests at various stress levels up to 13.5 MPa. The size and shape of particles were quantified using a dynamic particle shape analyser, while the surface roughness of thirty randomly selected particles for each sample was measured by an optical interferometer and quantified using flattened root-mean-square roughness (RMSf). The results demonstrate that a unique normal compression line is defined due to extensive particle breakage, with denser sample exhibiting a higher yield stress. Prior to yielding (vertical stress < 6 MPa), the changes in the three shape descriptors are limited, as the primary particle damage modes are abrasion and grinding. Conversely, at high stress level, a greater number of particles undergo splitting or explosive damage, leading to the creation of more irregularly shaped particles. The occurrence of plastic deformation at particle asperities under one-dimensional compression is identified, resulting in a decrease in surface roughness. This study highlights the significant role of the initial void ratio in shaping the evolution of surface roughness of particles under 1D compression.
引用
收藏
页数:10
相关论文
共 50 条
  • [31] Macroscopic and microscopic experimental study on fractal fragmentation characteristics of calcareous sand during one-dimensional compression creep
    Chen Bin
    Deng Jian
    Hu Jie-ming
    Zhang Jian-lin
    Zhang Tao
    ROCK AND SOIL MECHANICS, 2022, 43 (07) : 1781 - +
  • [32] A stochastic particle breakage model for granular soils subjected to one-dimensional compression with emphasis on the evolution of coordination number
    Tong, Chen-Xi
    Zhang, Ke-Fen
    Zhang, Sheng
    Sheng, Daichao
    COMPUTERS AND GEOTECHNICS, 2019, 112 : 72 - 80
  • [33] Pore changes in an illitic clay during one-dimensional compression
    Zheng, Yanhao
    Baudet, Beatrice A.
    Delage, Pierre
    Pereira, Jean-Michel
    Sammonds, Peter
    GEOTECHNIQUE, 2022, 73 (10): : 917 - 932
  • [34] Impacts of organic matter and loading methods on one-dimensional compression behavior of calcareous sand
    Li, Xue
    Liu, Jiankun
    Sun, Zhaohui
    MARINE GEORESOURCES & GEOTECHNOLOGY, 2022, 40 (09) : 1046 - 1059
  • [35] Effects of strain rate and moisture content on the behaviour of sand under one-dimensional compression
    Barr, A. D.
    Clarke, S. D.
    Petkovski, M.
    Tyas, A.
    Rigby, S. E.
    Warren, J.
    Kerr, S.
    EXPERIMENTAL MECHANICS, 2016, 56 (09) : 1625 - 1639
  • [36] Effects of strain rate and moisture content on the behaviour of sand under one-dimensional compression
    A.D. Barr
    S.D. Clarke
    M. Petkovski
    A. Tyas
    S.E. Rigby
    J. Warren
    S. Kerr
    Experimental Mechanics, 2016, 56 : 1625 - 1639
  • [37] Impacts of organic matter and loading methods on one-dimensional compression behavior of calcareous sand
    Li, Xue
    Liu, Jiankun
    Sun, Zhaohui
    Marine Georesources and Geotechnology, 2022, 40 (09): : 1046 - 1059
  • [38] DEM Modeling of Particle Breakage in Silica Sands under One-Dimensional Compression
    Shi, Danda
    Zheng, Lin
    Xue, Jianfeng
    Sun, Jing
    ACTA MECHANICA SOLIDA SINICA, 2016, 29 (01) : 78 - 94
  • [39] Evolution of particle damage of sand during axial compression via arrested tests
    Eduardo Suescun-Florez
    Magued Iskander
    Stephan Bless
    Acta Geotechnica, 2020, 15 : 95 - 112
  • [40] DEM Modeling of Particle Breakage in Silica Sands under One-Dimensional Compression
    Danda Shi
    Lin Zheng
    Jianfeng Xue
    Jing Sun
    ActaMechanicaSolidaSinica, 2016, 29 (01) : 78 - 94