Numerical simulation study on macroscopic mechanical behaviors and micro-motion characteristics of gangues under triaxial compression

被引:55
|
作者
Huang, Yanli [1 ]
Li, Junmeng [1 ]
Teng, Yuncong [2 ]
Dong, Xiangjian [1 ]
Wang, Xiao [3 ,4 ]
Kong, Guoqiang [1 ]
Song, Tianqi [1 ]
机构
[1] China Univ Min & Technol, Sch Mines, Key Lab Deep Coal Resource Min, Xuzhou 221116, Peoples R China
[2] Virginia Polytech Inst & State Univ, Dept Min & Minerals Engn, Blacksburg, VA 24060 USA
[3] Shandong Univ Sci & Technol, State Key Lab Min Disaster Prevent & Control, Qingdao 266590, Shandong, Peoples R China
[4] Shandong Univ Sci & Technol, Minist Sci & Technol, Qingdao 266590, Shandong, Peoples R China
基金
中国国家自然科学基金;
关键词
Gangue; Triaxial compression; Particle gradation; Confining pressure; Loading rate; Contact force chain;
D O I
10.1016/j.powtec.2017.08.002
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
This paper describes the numerical research that studied the macroscopic mechanical behavior and the microscopic particle movement of gangue with different gradation under different confining condition and loading rate. Two types of compression tests, confined compression tests and triaxial compression tests were simulated using the commercial numerical modeling software PFC3D. Most of the gangues are irregular convex polyhedron in shape. When under compression, huge contact force can be generated between particles result in interlocking effect. In order to reproduce the interaction between gangues, this research used Clump Template tool in PFC3D to generate clusters of particles to represent tailing particles. Following observations were made based on numerical modeling result: 1) reasonable particle gradation can significantly improve the anti-deformation capacity and decrease lateral stress coefficient of gangue. 2) In triaxial compression tests, the load bearing capacity of gangue increases with the increase of confining pressure. 3) Distribution of particles axial displacement showed 'horizontal layering' feature in confined compression tests, and showed 'concave layering' feature in triaxial compression tests. In triaxial compression tests, particles close to the mid-height and the sides of the sample have most significant lateral displacement, forming a triangular zone of significant lateral displacement. It is also found that smaller particles move more actively while the large particles have their own "movement inertia". 4) With the increase of confining pressure, the number of the contact force chains and the maximum contact force between particles within the sample increases gradually, also the interpenetration degree of the contact force chains gradually increased. Meanwhile, the number of contact force chains and the maximum contact force are comparatively higher by using confined compression condition than the confining pressure at the same stress state. 5) Large size gangue particles play the main role in anti-deformation and transfer of axial stress; the surface contact force of large particles is significantly greater than that of the small particles. 6) Faster loading rate may increase the measured load bearing capacity of the gangue sample under the same confining condition. (C) 2017 Published by Elsevier B.V.
引用
收藏
页码:668 / 684
页数:17
相关论文
共 50 条
  • [1] Experimental and numerical simulation study on mechanical behavior and microscopic damage characteristics of sandstone under triaxial compression
    Yang, Jing
    Liu, Guang-Jian
    Mu, Zong-long
    Tian, Wen-ling
    Sun, Bo-wen
    GEOMECHANICS AND GEOPHYSICS FOR GEO-ENERGY AND GEO-RESOURCES, 2025, 11 (01)
  • [2] Experimental and numerical study on mechanical and cracking behaviors of flawed granite under triaxial compression
    Yao, Wei
    Cai, Yanyan
    Yu, Jin
    Zhou, Jianfeng
    Liu, Shiyu
    Tu, Bingxiong
    MEASUREMENT, 2019, 145 : 573 - 582
  • [3] Experimental Study on Macroscopic Mechanical Behavior of SFRC under Triaxial Compression
    Wang, Z. L.
    Zhu, H. H.
    Wang, J. G.
    Zhu, B.
    MECHANICS OF ADVANCED MATERIALS AND STRUCTURES, 2012, 19 (08) : 653 - 662
  • [4] Mechanical Behaviors and Damage Evolution Characteristics of Predamaged Rock under Triaxial Compression Experiment
    Guo, Jinshuai
    Shang, Wenzheng
    Yuan, Jianbo
    Liu, Zhigang
    ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2022, 2022
  • [5] Experimental and numerical study on dynamic mechanical behaviors of shale under true triaxial compression at high strain rate
    Xiaoping Zhou
    Linyuan Han
    Jing Bi
    Yundong Shou
    International Journal of Mining Science and Technology, 2024, 34 (02) : 149 - 165
  • [6] Experimental and numerical study on dynamic mechanical behaviors of shale under true triaxial compression at high strain rate
    Zhou, Xiaoping
    Han, Linyuan
    Bi, Jing
    Shou, Yundong
    INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY, 2024, 34 (02) : 149 - 165
  • [7] Numerical simulation of a layered rock under triaxial compression
    Lin, Hang
    Cao, Ping
    Wang, Yixian
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2013, 60 : 12 - 18
  • [8] Numerical simulation of mechanical behavior of rock samples under uniaxial and triaxial compression tests
    Abdellah, Wael R.
    Bader, Salah A.
    Kim, Jong-Gwan
    Ali, Mahrous A. M.
    MINING OF MINERAL DEPOSITS, 2023, 17 (03): : 1 - 11
  • [9] Mechanical simulation of neural electrode-brain tissue interface under different micro-motion conditions
    Zhang, W.-G. (zhwg@sjtu.edu.cn), 2013, Zhejiang University (47):
  • [10] Mechanical characteristics of intermittent jointed sandstone under triaxial compression
    Deng H.-F.
    Pan D.
    Xu X.-L.
    Zhi Y.-Y.
    Duan L.-L.
    Yang C.
    Zhang Y.-N.
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2019, 41 (11): : 2133 - 2141