Numerical modelling of biaxial compression tests for granular materials with inherent anisotropy using DEM

被引:0
|
作者
Tong, Zhaoxia [1 ]
Zhou, Min [1 ]
Zhang, Lianwei [2 ]
Yao, Yangping [1 ]
机构
[1] School of Transportation Science and Engineering, Beihang University, Beijing,100191, China
[2] Civil and Environmental Engineering School, University of Science and Technology Beijing, Beijing,100083, China
关键词
Bedding planes - Biaxial compression - Deformation stages - Inherent anisotropy - Major principal stress - Microdeformations - Particle displacement - Principal stress;
D O I
10.13722/j.cnki.jrme.2014.s2.103
中图分类号
学科分类号
摘要
The deformation of granular materials with inherent anisotropy is dependent on the principal stress direction relative to the bedding plane. In order to investigate the micro deformation process of anisotropic granular materials with discrete element method(DEM), a numerical model was verified by two series of biaxial compression tests firstly. The experiments were conducted on the ideal 2D ellipse-shaped iron rods under three cell pressures and four different major principal stress directions. On this basis, the development of shear band under four different major principal stress direction loadings was studied by analyzing the particle displacement and rotation at different deformation stages. Further, the long axis orientation of particles and void ratio inside and outside shear band were investigated. It was found that, under the loading with different major principal stress directions, the long axis orientation of particles inside the shear band tends to approach the same direction, and the same tendency was also found for the void ratio inside the shear band. ©, 2014, Academia Sinica. All right reserved.
引用
收藏
页码:4227 / 4232
相关论文
共 50 条
  • [1] Linking inherent anisotropy with liquefaction phenomena of granular materials by means of DEM analysis
    Otsubo, Masahide
    Chitravel, Sanjei
    Kuwano, Reiko
    Hanley, Kevin J.
    Kyokawa, Hiroyuki
    Koseki, Junichi
    SOILS AND FOUNDATIONS, 2022, 62 (05)
  • [2] Influence of inherent anisotropy on mechanical behavior of granular materials based on DEM simulations
    Mahmood, Zafar
    Iwashita, Kazuyoshi
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2010, 34 (08) : 795 - 819
  • [3] Induced force chain anisotropy of cohesionless granular materials during biaxial compression
    Longlong Fu
    Shunhua Zhou
    Peijun Guo
    Shun Wang
    Zhe Luo
    Granular Matter, 2019, 21
  • [4] Induced force chain anisotropy of cohesionless granular materials during biaxial compression
    Fu, Longlong
    Zhou, Shunhua
    Guo, Peijun
    Wang, Shun
    Luo, Zhe
    GRANULAR MATTER, 2019, 21 (03)
  • [5] Micromechanical behavior of granular materials with inherent anisotropy under cyclic loading using 2D DEM
    Sazzad, Md. Mahmud
    Suzuki, Kiichi
    GRANULAR MATTER, 2010, 12 (06) : 597 - 605
  • [6] Micromechanical behavior of granular materials with inherent anisotropy under cyclic loading using 2D DEM
    Md. Mahmud Sazzad
    Kiichi Suzuki
    Granular Matter, 2010, 12 : 597 - 605
  • [7] DEM Simulation of Biaxial Compression Experiments of Inherently Anisotropic Granular Materials and the Boundary Effects
    Tong, Zhao-Xia
    Zhang, Lian-Wei
    Zhou, Min
    JOURNAL OF APPLIED MATHEMATICS, 2013,
  • [8] Micromechanical Modeling for Inherent Anisotropy in Granular Materials
    Chang, Ching S.
    Yin, Zhen-Yu
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 2010, 136 (07): : 830 - 839
  • [9] Influence of Inherent Anisotropy on the Soil Behavior in Simple Shear Tests Using DEM
    Qian, Jiangu
    Li, Weiyi
    Gu, Xiaoqiang
    Xu, Kai
    PROCEEDINGS OF THE 7TH INTERNATIONAL CONFERENCE ON DISCRETE ELEMENT METHODS, 2017, 188 : 777 - 784
  • [10] Induced fabric anisotropy of granular materials in biaxial tests along imposed strain paths
    Shi, Jingshan
    Guo, Peijun
    SOILS AND FOUNDATIONS, 2018, 58 (02) : 249 - 263