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
  • [41] Constitutive modeling of inherent anisotropy in a strain space multiple mechanism model for granular materials
    Ueda, Kyohei
    Iai, Susumu
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2019, 43 (03) : 708 - 737
  • [42] Particle Breakage of Gypsum Granular Materials in Triaxial Compression Tests
    Zhang, Janwei
    Wang, Chen
    Zheng, Qiwen
    SUSTAINABLE DEVELOPMENT OF URBAN ENVIRONMENT AND BUILDING MATERIAL, PTS 1-4, 2012, 374-377 : 2261 - 2264
  • [43] Cyclic plane strain compression tests on dense granular materials
    Koseki, Junichi
    Karimi, Job Munene
    Tsutsumi, Yukika
    Maqbool, Sajjad
    Sato, Takeshi
    SOIL STRESS-STAIN BEHAVIOR: MEASUREMENT, MODELING AND ANALYSIS, 2007, 146 : 547 - +
  • [44] Numerical modelling of fracture initiation and propagation in biaxial tests on rock samples
    Van De Steen, B
    Vervoort, A
    Napier, JAL
    INTERNATIONAL JOURNAL OF FRACTURE, 2001, 108 (02) : 165 - 191
  • [45] Phase transformation behavior in granular materials using DEM
    Sitharam, TG
    Dinesh, SV
    Shimizu, N
    POWDERS AND GRAINS 2001, 2001, : 241 - 245
  • [46] Numerical modelling of fracture initiation and propagation in biaxial tests on rock samples
    B. Van de Steen
    A. Vervoort
    J.A.L. Napier
    International Journal of Fracture, 2001, 108 : 165 - 191
  • [47] DEM Analysis of the P-Wave Anisotropy Response to the Microstructure of Sedimentary Rock Under Biaxial Compression
    Zheng, Lingxiao
    Zhang, Fengshou
    Liu, Liu
    Peng, Ming
    ROCK MECHANICS AND ROCK ENGINEERING, 2024, 57 (09) : 7149 - 7173
  • [48] DEM modelling of hollow cylinder shear test on granular materials under combined compression-shear stress using non-spherical particles
    Shi D.
    Wang W.
    Xue J.
    Shao W.
    Shuili Xuebao/Journal of Hydraulic Engineering, 2019, 50 (09): : 1052 - 1062
  • [49] INVESTIGATION OF GEOGRID REINFORCED SOIL USING BIAXIAL COMPRESSION TESTS
    Jacobs, Felix
    PROCEEDINGS OF THE 5TH INTERNATIONAL YOUNG GEOTECHNICAL ENGINEERS' CONFERENCE (IYGEC 2013), 2013, 2 : 318 - 321
  • [50] Three dimensional steady-state locus for dry monodisperse granular materials: DEM numerical results and theoretical modelling
    Redaelli, Irene
    di Prisco, Claudio
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2019, 43 (16) : 2525 - 2550