Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (6): 2021-2033.doi: 10.16285/j.rsm.2019.0101

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Law of energy distribution before failure of a loaded coal-rock combined body

CHEN Guang-bo1, 2, QIN Zhong-cheng2, ZHAN Guo-hua3, LI Tan2, LI Jing-kai2   

  1. 1. Mining Research Institute, Inner Mongolia University of Science and Technology, Baotou, Inner Mongolia 014010, China; 2. School of Mining and Safety Engineering, Shandong University of Science and Technology, Qingdao, Shandong 266590, China; 3. Institute of Mining Engineering, Heilongjiang University of Science and Technology, Harbin, Heilongjiang 150022, China
  • Received:2019-01-17 Revised:2019-05-27 Online:2020-06-11 Published:2020-08-02
  • Contact: 秦忠诚,男,1965年生,博士,教授,博士生导师,主要从事岩石力学与工程方面的教学研究工作。E-mail: 1295458017@qq.com E-mail: cgb150617@126.com
  • Supported by:
    This work was supported by the National Natural Science Foundation of China(51379119, 51604164, 51774122).

Abstract: To study the distribution law of the energy that induced rockburst in a coal rock system, the calculation formula of pre-peak energy distribution of binary and ternary combined models was theoretically analyzed. The axial loading experiments of binary and ternary self-constructed combined bodies with different proportions were carried out. The experimental results show that with the increase of coal-rock height ratio, the pre-peak total energy increases, but the increase amplitude decreases gradually. For combined bodies with the same coal-rock height ratio, the harder the rock component is, the smaller the pre-peak total energy will be. Independent of coal-rock height ratios, the proportion of energy stored in the coal component is always higher, which is more than 50%. With the increase of coal-rock height ratio, the proportion of energy stored in the coal component increases gradually, and the proportion of energy stored in the rock component decreases gradually. For combined body with the same coal-rock height ratio, the harder the rock component is, the higher the proportion of energy stored in the coal component will be. The pre-peak energy of a combined body is mainly distributed in the coal component, followed by the gritstone, and the fine sandstone has the least accumulated energy. This shows that the energy in a coal-rock system is mainly distributed in the weak coal-rock strata, the greater the elastic modulus of a rock, the less the amount of accumulated energy. Based on this, two concepts of prevention and control of rock burst, direct release of energy and indirect release of energy, were put forward. The results are of guiding significance to the prevention and control of rock burst in the field.

Key words: rock burst, coal-rock combined body, failure, energy, distribution law

CLC Number: 

  • TD324
[1] SHI Feng, LU Kun-lin, YIN Zhi-kai. Determination of three-dimensional passive slip surface of rigid retaining walls in translational failure mode and calculation of earth pressures [J]. Rock and Soil Mechanics, 2021, 42(3): 735-745.
[2] XIONG Zhong-ming, LÜ Shi-hong, LI Yun-liang, ZHAO Qi-feng, LI Jin, TAN Shu-shun, ZHANG Xiang-rong, ZHU Yu-rong, JIANG Lei, YANG Qi-fan, ZHANG Ning-bo, ZHANG Zi-dong. Research on dynamic properties and energy dissipation of loess under passive confining pressure conditions [J]. Rock and Soil Mechanics, 2021, 42(3): 775-782.
[3] ZHANG Gui-min, WANG Zhen-shuo, LIU Yu-xuan, LUO Ning, DONG Ji-wei, . Research on stability of the key roof above horizontal salt cavern for compressed air energy storage [J]. Rock and Soil Mechanics, 2021, 42(3): 800-812.
[4] WANG Li, LI Gao, CHEN Yong, TAN Jian-min, WANG Shi-mei, GUO Fei, . Field model test on failure mechanism of artificial cut-slope rainfall in Southern Jiangxi [J]. Rock and Soil Mechanics, 2021, 42(3): 846-854.
[5] REN Yi, WU Shun-chuan, GAO Yong-tao, GAN Yi-xiong, . Effect of sensor calibration on moment tensor analysis of granite uniaxial compression [J]. Rock and Soil Mechanics, 2021, 42(2): 451-461.
[6] ZHANG Yu-fei, LI Jian-chun, YAN Ya-tao, LI Hai-bo, . Experimental study on dynamic damage characteristics of roughness joint surface based on SHPB [J]. Rock and Soil Mechanics, 2021, 42(2): 491-500.
[7] REN Lian-wei, REN Jun-yang, KONG Gang-qiang, LIU Han-long, . Field tests on thermo-mechanical response and bearing capacity of PHC energy pile under cooling-heating cyclic temperature [J]. Rock and Soil Mechanics, 2021, 42(2): 529-536.
[8] LU Feng, QIU Wen-ge, . A multiparameter non-proportional shear strength reduction method for slope stability analysis based on energy evolution theory [J]. Rock and Soil Mechanics, 2021, 42(2): 547-557.
[9] LI Li-bing, HOU Xing-min, LI Yuan-dong, . A finite element method for calculating the influence radius of foundation pit dewatering [J]. Rock and Soil Mechanics, 2021, 42(2): 574-580.
[10] LIU Yang, LIU Wei, SHI Pei-xin, ZHAO Yu, WANG Miao, . Local instability analysis of the ultra-deep wall-to-slotted in water rich soft layer [J]. Rock and Soil Mechanics, 2020, 41(S1): 9-18.
[11] LI Li-ping, ZHU Yu-ze, ZHOU Zong-qing, SHI Shao-shuai, CHEN Yu-xue, TU Wen-feng, . Calculation methods of rock thickness for preventing water inrush in tunnels and their applicability evaluation [J]. Rock and Soil Mechanics, 2020, 41(S1): 41-50.
[12] ZHANG Xiao-jun, LI Xiao-cheng, LIU Guo-lei, LI Bao-yu, . Experimental study on the effect of local risk reduction of pressure relief hole for splitting [J]. Rock and Soil Mechanics, 2020, 41(S1): 171-178.
[13] LI Chao, LI Tao, JING Guo-ye, XIAO Yu-hua, . Study on the ultimate bearing capacity of surrounding soil underlying gripper of shaft boring machine [J]. Rock and Soil Mechanics, 2020, 41(S1): 227-236.
[14] LI Ren-rong, KONG Gang-qiang, YANG Qing, SUN Guang-chao. Study on influence of flow velocity on heat transfer efficiency and thermal coupling characteristics of energy piles in pile-raft foundation [J]. Rock and Soil Mechanics, 2020, 41(S1): 264-270.
[15] YANG Kuo-yu, CHEN Cong-xin, XIA Kai-zong, SONG Xu-gen, ZHANG Wei, ZHANG Chu-qiang, WANG Tian-long, . Fault effect on the failure mechanism of surrounding rock in metal mine roadway by caving method [J]. Rock and Soil Mechanics, 2020, 41(S1): 279-289.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] XU Su-chao, FENG Xia-ting, CHEN Bing-rui. Experimental study of skarn under uniaxial cyclic loading and unloading test and acoustic emission characteristics[J]. , 2009, 30(10): 2929 -2934 .
[2] ZHANG Li-ting, QI Qing-lan, WEI Jing HUO Qian, ZHOU Guo-bin. Variation of void ratio in course of consolidation of warping clay[J]. , 2009, 30(10): 2935 -2939 .
[3] ZHANG Qi-yi. Study of failure patterns of foundation under combined loading[J]. , 2009, 30(10): 2940 -2944 .
[4] YI Jun, JIANG Yong-dong, XUAN Xue-fu, LUO Yun, ZHANG Yu. A liquid-solid dynamic coupling modelof ultrasound enhanced coalbed gas desorption and flow[J]. , 2009, 30(10): 2945 -2949 .
[5] TAO Gan-qiang, YANG Shi-jiao, REN Feng-yu. Experimental research on granular flow characters of caved ore and rock[J]. , 2009, 30(10): 2950 -2954 .
[6] CHEN Zhen, TAO Long-guang, LI Tao, LI Hai-bin, WANG Zong-yong. A new method for settlement computation of box foundation with supporting structure[J]. , 2009, 30(10): 2978 -2984 .
[7] ZHANG Ming-yi, LIU Jun-wei, YU Xiu-xia. Field test study of time effect on ultimate bearing capacity of jacked pipe pile in soft clay[J]. , 2009, 30(10): 3005 -3008 .
[8] LIU Zhen-ping, HE Huai-jian, LI Qiang, ZHU Fa-hua. Study of the technology of 3D modeling and visualization system based on Python[J]. , 2009, 30(10): 3037 -3042 .
[9] WU Liang, ZHONG Dong-wang, LU Wen-bo. Study of concrete damage under blast loading of air-decking[J]. , 2009, 30(10): 3109 -3114 .
[10] ZHOU Xiao-jie, JIE Yu-xin, LI Guang-xin. Numerical simulation of piping based on coupling seepage and pipe flow[J]. , 2009, 30(10): 3154 -3158 .