The influence of surface roughness on the shear mechanical behavior of 2 mm spherical particle materials

被引:0
作者
Miao, Meng [1 ]
Liu, Fengyin [1 ]
Yin, Yu [1 ]
Tang, Yuqing [1 ]
Zhong, Lijia [1 ]
机构
[1] Xian Univ Technol, Inst Geotech Engn, Xian 710048, Shaanxi Provinc, Peoples R China
基金
中国国家自然科学基金;
关键词
Glass beads; Surface roughness; Triaxial test; Stress-strain curve; Critical state; Stick-slip behavior; X-RAY CT; STICK-SLIP; LOCALIZED DEFORMATION; TRIAXIAL COMPRESSION; QUARTZ SAND; EVOLUTION; ORIGIN; SCALE;
D O I
10.1007/s10035-024-01497-1
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Using glass beads as an ideal material analogous to soil particles makes it feasible to explore the effects of particle interactions on the mechanical behavior of the material. In this study, 2 mm high-precision spherical glass beads were selected as the raw material, and three test samples with varying surface roughness were produced using sandblasting technology. After quantifying the surface roughness of the particles, samples were prepared, and a series of laboratory triaxial consolidation drainage tests were conducted to investigate the shear behavior of particle materials with varying roughness levels. This investigation explores the effects of variations in particle surface roughness on the stress-strain characteristics, shear strength, critical state, and stick-slip behavior of triaxial samples. The experimental results indicate that an increase in particle surface roughness significantly raises the peak deviatoric stress, and the stress-strain curves predominantly exhibit strain softening behavior. Additionally, the slope of the critical state line increases, and the stick-slip behavior becomes less pronounced. The variation trend of the roughness index is similar to peak friction angle (phi max), peak deviatoric stress growth rate, slope (k) of the critical state line, and the maximum deviatoric stress drop (Delta qmax) during stick-slip process.
引用
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页数:14
相关论文
共 37 条
  • [1] 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)
  • [2] [Anonymous], 2019, Standard for Geotechnical Testing Method
  • [3] Origin and characterization of different stick-slip friction mechanisms
    Berman, AD
    Ducker, WA
    Israelachvili, JN
    [J]. LANGMUIR, 1996, 12 (19) : 4559 - 4563
  • [4] FRICTION OF ROCKS
    BYERLEE, J
    [J]. PURE AND APPLIED GEOPHYSICS, 1978, 116 (4-5) : 615 - 626
  • [5] Microscopic and macroscopic aspects of stick-slip motion in granular shear
    Cain, RG
    Page, NW
    Biggs, S
    [J]. PHYSICAL REVIEW E, 2001, 64 (01): : 8 - 016413
  • [6] The influence of particle characteristics on the behaviour of coarse grained soils
    Cavarretta, I.
    Coop, M.
    O'Sullivan, C.
    [J]. GEOTECHNIQUE, 2010, 60 (06): : 413 - 423
  • [7] Stick-slip behaviours of dry glass beads in triaxial compression
    Cui, Deshan
    Wu, Wei
    Xiang, Wei
    Doanh, Thiep
    Chen, Qiong
    Wang, Shun
    Liu, Qingbing
    Wang, Jinge
    [J]. GRANULAR MATTER, 2017, 19 (01)
  • [8] Stick-slip behaviour of model granular materials in drained triaxial compression
    Doanh, T.
    Hoang, M. T.
    Roux, J. -N.
    Dequeker, C.
    [J]. GRANULAR MATTER, 2013, 15 (01) : 1 - 23
  • [9] Surface evolution models in abrasive jet micromachining
    Ghobeity, A.
    Krajac, T.
    Burzynski, I.
    Papini, M.
    Spelt, J. K.
    [J]. WEAR, 2008, 264 (3-4) : 185 - 198
  • [10] Discrete and continuum analysis of localised deformation in sand using X-ray μCT and volumetric digital image correlation
    Hall, S. A.
    Bornert, M.
    Desrues, J.
    Pannier, Y.
    Lenoir, N.
    Viggiani, G.
    Besuelle, P.
    [J]. GEOTECHNIQUE, 2010, 60 (05): : 315 - 322