Numerical modeling on strain energy evolution in rock system interaction with energy-absorbing prop and rock bolt

被引:7
|
作者
Hao, Yang [1 ,2 ,3 ]
Liu, Chunhui [2 ]
Wu, Yu [1 ,2 ]
Pu, Hai [1 ,2 ]
Chen, Yanlong [1 ,2 ]
Shen, Lingling [3 ]
Li, Guichen [3 ]
机构
[1] China Univ Min & Technol, State Key Lab Intelligent Construct & Hlth Operat, Xuzhou 221116, Peoples R China
[2] China Univ Min & Technol, Sch Mech & Civil Engn, Xuzhou 221116, Peoples R China
[3] China Univ Min & Technol, Sch Mines, Xuzhou 221116, Peoples R China
基金
中国博士后科学基金;
关键词
Strain energy; Coal and rock mass; Energy-absorbing prop and rock bolt; Strain energy evolution; PERFORMANCE; SUPPORT; BURST; COAL;
D O I
10.1016/j.ijmst.2023.08.007
中图分类号
TD [矿业工程];
学科分类号
0819 ;
摘要
The interaction mechanism between coal and rock masses with supporting materials is significant in roadway control, especially in deep underground mining situations where dynamic hazards frequently happened due to high geo-stress and strong disturbed effects. This paper is to investigate the strain energy evolution in the interaction between coal and rock masses with self-designed energy-absorbing props and rock bolts by numerical modeling with the finite difference method. The interaction between rock and rock bolt/prop is accomplished by the cables element and the interface between the inner and outer props. Roadway excavation and coal extraction conditions in deep mining are numerically employed to investigate deformation, plastic zone ranges, strain energy input, accumulation, dissipation, and release. The effect on strain energy input, accumulation, dissipation, and release with rock deformation, and the plastic zone is addressed. A ratio of strain energy accumulation, dissipation, and release with energy input oc, fi, y is to assess the dynamic hazards. The effects on roadway excavation and coal extraction steps of oc, fi, y are discussed. The results show that: (1) In deep high geo-stress roadways, the energyabsorbing support system plays a dual role in resisting deformation and reducing the scope of plastic zones in surrounding rock, as well as absorbing energy release in the surrounding rock, especially in the coal extraction state to mitigate disturbed effects. (2) The strain energy input, accumulation is dependent on roadway deformation, the strain energy dissipation is relied on plastic zone area and disturbed effects, and strain energy release density is the difference among the three. The function of energyabsorbing rock bolts and props play a key role to mitigate strain energy release density and amount, especially in coal extraction condition, with a peak density value from 4x104 to 1x104 J/m3, and amount value from 3.57x108 to 1.90x106 J. (3) When mining is advanced in small steps, the strain energy accumulation is dominated. While in a large step, the released energy is dominant, thus a more dynamic hazards proneness. The energy-absorbing rock bolt and prop can reduce three times strain energy release amount, thus reducing the dynamic hazards. The results suggest that energy-absorbing props and rock bolts can effectively reduce the strain energy in the coal and rock masses, and prevent rock bursts and other hazards. The numerical model developed in this study can also be used to optimize the design of energyabsorbing props and rock bolts for specific mining conditions. (c) 2023 Published by Elsevier B.V. on behalf of China University of Mining & Technology. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
引用
收藏
页码:1273 / 1288
页数:16
相关论文
共 50 条
  • [1] Numerical modeling on strain energy evolution in rock system interaction with energy-absorbing prop and rock bolt
    Yang Hao
    Chunhui Liu
    Yu Wu
    Hai Pu
    Yanlong Chen
    Lingling Shen
    Guichen Li
    [J]. International Journal of Mining Science and Technology, 2023, 33 (10) : 1273 - 1288
  • [2] Dynamic test of a high energy-absorbing rock bolt
    Li, C. C.
    [J]. HARMONISING ROCK ENGINEERING AND THE ENVIRONMENT, 2012, : 1227 - 1230
  • [3] A new energy-absorbing bolt for rock support in high stress rock masses
    Li, Charlie Chunlin
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2010, 47 (03) : 396 - 404
  • [4] Constitutive behavior of reinforced rock unit anchored by an energy-absorbing bolt
    Wen, Nie
    Zhaorui, Yong
    Wei, Guo
    Yun, Chen
    Lifeng, Fan
    Jiong, Wang
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2023, 132
  • [5] Laboratory testing of a long expansion rock bolt support for energy-absorbing applications
    Skrzypkowski, Krzysztof
    [J]. XVIITH CONFERENCE OF PHD STUDENTS AND YOUNG SCIENTISTS, 2018, 29
  • [6] Numerical Simulation Study on Influence of a Structural Parameter of D Bolt, an Energy-Absorbing Rock Bolt, on its Stress Distribution
    Pyon, Kwang Nam
    Son, Kyong Su
    Han, Un Chol
    [J]. ADVANCES IN CIVIL ENGINEERING, 2023, 2023
  • [7] Theoretical and numerical analysis of a new energy-absorbing rock bolt with controllable constant resistance and large displacement
    Zhao, Baoyou
    Li, Jiawei
    Wang, Aiwen
    Xiang, Han
    Xu, Feiyang
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2020, 106
  • [8] Behaviour of rock joint reinforced by energy-absorbing rock bolt under cyclic shear loading condition
    Wu, Xuezhen
    Jiang, Yujing
    Gong, Bin
    Deng, Tao
    Guan, Zhenchang
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2018, 110 : 88 - 96
  • [9] A new energy-absorbing bolt used for large deformation control of tunnel surrounding rock
    Wang, Junbao
    Liu, Wei
    Song, Zhanping
    Li, Lingfeng
    Feng, Shijin
    Cheng, Yun
    [J]. INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY, 2022, 32 (05) : 1031 - 1043
  • [10] A new energy-absorbing bolt used for large deformation control of tunnel surrounding rock
    Junbao Wang
    Wei Liu
    Zhanping Song
    Lingfeng Li
    Shijin Feng
    Yun Cheng
    [J]. International Journal of Mining Science and Technology, 2022, 32 (05) : 1031 - 1043