Three-dimensional discrete element method simulation of core disking

被引:0
|
作者
Shunchuan Wu
Haoyan Wu
John Kemeny
机构
[1] University of Science and Technology Beijing,Key Laboratory of Ministry for Efficient Mining and Safety of Metal Mines
[2] University of Science and Technology Beijing,undefined
[3] Kunming University of Science and Technology,undefined
[4] University of Arizona,undefined
来源
Acta Geophysica | 2018年 / 66卷
关键词
Core disking; Discrete element method; Numerical simulation; Axial stress; Radial stress;
D O I
暂无
中图分类号
学科分类号
摘要
The phenomenon of core disking is commonly seen in deep drilling of highly stressed regions in the Earth’s crust. Given its close relationship with the in situ stress state, the presence and features of core disking can be used to interpret the stresses when traditional in situ stress measuring techniques are not available. The core disking process was simulated in this paper using the three-dimensional discrete element method software PFC3D (particle flow code). In particular, PFC3D is used to examine the evolution of fracture initiation, propagation and coalescence associated with core disking under various stress states. In this paper, four unresolved problems concerning core disking are investigated with a series of numerical simulations. These simulations also provide some verification of existing results by other researchers: (1) Core disking occurs when the maximum principal stress is about 6.5 times the tensile strength. (2) For most stress situations, core disking occurs from the outer surface, except for the thrust faulting stress regime, where the fractures were found to initiate from the inner part. (3) The anisotropy of the two horizontal principal stresses has an effect on the core disking morphology. (4) The thickness of core disk has a positive relationship with radial stress and a negative relationship with axial stresses.
引用
收藏
页码:267 / 282
页数:15
相关论文
共 50 条
  • [31] A three-dimensional simulation model for rockfall using distinct element method
    Nishimura, T
    Seiyama, T
    Kiyama, H
    Taniguchi, Y
    ROCK STRESS, 2003, : 449 - 454
  • [32] Three-dimensional finite element method for the filling simulation of injection molding
    Geng Tie
    Li Dequn
    Zhou Huamin
    Engineering with Computers, 2006, 21 : 289 - 295
  • [33] Three-dimensional finite element method for the filling simulation of injection molding
    State Key Lab. of Mold and Die Technology, Huazhong University of Science and Technology, Wuhan 430074, China
    不详
    Zhongguo Jixie Gongcheng, 2006, 5 (505-509):
  • [34] Three-dimensional cure simulation of composite structures by the finite element method
    Park, HC
    Goo, NS
    Min, KJ
    Yoon, KJ
    COMPOSITE STRUCTURES, 2003, 62 (01) : 51 - 57
  • [35] Three-Dimensional Simulation of the Femur Bone Using Finite Element Method
    Amornsamankul, Somkid
    Wiwatanapataphee, Benchawan
    Kaorapapong, Kamonchat
    SELECTED TOPICS IN APPLIED COMPUTER SCIENCE, 2010, : 304 - +
  • [36] Numerical simulation of the three-dimensional sloshing problem by boundary element method
    Chen, YH
    Hwang, WS
    Ko, CH
    JOURNAL OF THE CHINESE INSTITUTE OF ENGINEERS, 2000, 23 (03) : 321 - 330
  • [37] Three-dimensional finite element method for the filling simulation of injection molding
    Geng, Tie
    Li, Dequn
    Zhou, Huamin
    ENGINEERING WITH COMPUTERS, 2006, 21 (04) : 289 - 295
  • [38] Three-dimensional discrete element simulation of influence of particle shape on granular column collapse
    Zhang Cheng-gong
    Yin Zhen-yu
    Wu Ze-xiang
    Jin Yin-fu
    ROCK AND SOIL MECHANICS, 2019, 40 (03) : 1197 - 1203
  • [39] Three-dimensional discrete element simulation of rheology tests of self-compacting concrete
    Noor, MA
    Uomoto, T
    1ST INTERNATIONAL RILEM SYMPOSIUM ON SELF COMPACTING CONCRETE, 1999, 7 : 35 - 46
  • [40] Three-dimensional discrete element simulation of indirect tensile behaviour of a transversely isotropic rock
    Li, Kaihui
    Yin, Zhen-Yu
    Cheng, Yungming
    Cao, Ping
    Meng, Jingjing
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2020, 44 (13) : 1812 - 1832