DEM study on the microscale and macroscale shear behaviours of granular materials with breakable and irregularly shaped particles

被引:38
|
作者
Fang, Chuanfeng [1 ]
Gong, Jian [2 ]
Nie, Zhihong [1 ]
Li, Bo [3 ]
Li, Xi [4 ]
机构
[1] Cent South Univ, Sch Civil Engn, Changsha 410075, Peoples R China
[2] Guangxi Univ, Coll Civil Engn & Architecture, Nanning 530004, Peoples R China
[3] Wenzhou Univ, Coll Architecture & Civil Engn, Wenzhou 325035, Zhejiang, Peoples R China
[4] Changsha Univ Sci & Technol, Sch Traff & Transportat Engn, Changsha 410114, Peoples R China
基金
中国国家自然科学基金;
关键词
Particle breakage; DEM; Irregular shape; Triaxial compression; Macro-micro response; Fabric anisotropy; ROCKFILL MATERIALS; SIMULATION; MODEL; SAND; DEFORMATION; ASSEMBLIES; MECHANICS; STRENGTH; STRESS;
D O I
10.1016/j.compgeo.2021.104271
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Existing DEM researches related to particle breakage usually assume that particles are regular shapes and debris is spherical. In this paper, a method combining relatively realistic particle shape and realistic breakage is proposed to study particle breakage in the DEM. The particle morphology was derived from the scanned real particles and was convex treated. The breakable particle was modelled as an aggregate composed with coplanar and glued Voronoi polyhedra. Then, a series of drained triaxial tests under different confining pressures were conducted. The macroscopic characteristics, including the shear strength, dilatancy and particle breakage, are qualitatively in agreement with previous literatures, which show the rationality of the proposed method. Further, the microscopic characteristics, including the coordination number and sliding contact, were investigated to explore the effect of particle breakage on the macroscopic shear behaviour. Finally, the analysis-related anisotropy coefficients were evaluated to probe the microscopic origins of the peak and critical shear strengths.
引用
收藏
页数:13
相关论文
共 50 条
  • [31] Using the annular shear cell as a rheometer for rapidly sheared granular materials: a DEM study
    Andrés D. Orlando
    Hayley H. Shen
    Granular Matter, 2013, 15 : 183 - 194
  • [32] Using the annular shear cell as a rheometer for rapidly sheared granular materials: a DEM study
    Orlando, Andres D.
    Shen, Hayley H.
    GRANULAR MATTER, 2013, 15 (02) : 183 - 194
  • [33] Study of the shear behavior of binary granular materials by DEM simulations and experimental triaxial tests
    Wu, Kai
    Remond, Sebastien
    Abriak, NorEdine
    Pizette, Patrick
    Becquart, Frederic
    Liu, Songyu
    ADVANCED POWDER TECHNOLOGY, 2017, 28 (09) : 2198 - 2210
  • [34] Large-scale GPU based DEM modeling of mixing using irregularly shaped particles
    Govender, Nicolin
    Wilke, Daniel N.
    Wu, Chuan-Yu
    Rajamani, Raj
    Khinast, Johannes
    Glasser, Benjamin J.
    ADVANCED POWDER TECHNOLOGY, 2018, 29 (10) : 2476 - 2490
  • [35] A hierarchical, spherical harmonic-based approach to simulate abradable, irregularly shaped particles in DEM
    Capozza, R.
    Hanley, K. J.
    POWDER TECHNOLOGY, 2021, 378 (378) : 528 - 537
  • [36] DEM Study on the Instability Behaviour of Granular Materials
    Allulakshmi, Krishna
    Vinod, Jayan S.
    Heitor, Ana
    Fourie, Andy
    Reid, David
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2021, 39 (03) : 2175 - 2185
  • [37] Study on the Heat Transfer in Granular Materials by DEM
    Wu, Jintao
    Dai, Yuqiang
    Wang, Zewu
    Liu, Fengxia
    FUNDAMENTAL OF CHEMICAL ENGINEERING, PTS 1-3, 2011, 233-235 : 2949 - 2954
  • [38] DEM Study on the Instability Behaviour of Granular Materials
    Krishna Allulakshmi
    Jayan S. Vinod
    Ana Heitor
    Andy Fourie
    David Reid
    Geotechnical and Geological Engineering, 2021, 39 : 2175 - 2185
  • [39] DEM Study of Shear Band Formation in Granular Materials under True Triaxial Test Conditions
    Hadi, A. H.
    Mirghasemi, A. A.
    CIVIL ENGINEERING INFRASTRUCTURES JOURNAL-CEIJ, 2022, 55 (02): : 373 - 394
  • [40] DEM simulation of collapse behaviours of unsaturated granular materials under general stress states
    Kim, B. S.
    Park, S. W.
    Kato, S.
    COMPUTERS AND GEOTECHNICS, 2012, 42 : 52 - 61