›› 2016, Vol. 37 ›› Issue (S2): 120-128.doi: 10.16285/j.rsm.2016.S2.014

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Analysis of prevention mechanism of upper protective seam mining on rock rockburst induced by thick conglomerate

PANG Long-long1, 2, XU Xue-feng1, 2, SI Liang1, 2, ZHANG Hao1, 2, LI Zheng-ke1, 2   

  1. 1.School of Energy Science and Engineering, Henan Polytechnic University, Jiaozuo, Henan 454000, China; 2. State and Local Joint Engineering Laboratory for Gas Drainage & Ground Control of Deep Mines, Henan Polytechnic University, Jiaozuo, Henan 454000, China
  • Received:2016-04-29 Online:2016-11-11 Published:2018-06-09
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51274087, 51274089), funded by the Science and Technology Project of Henan Province (152102210315), and funded by the Research Fund of State and Local Joint Engineering Laboratory for Gas Drainage & Ground Control of Deep Mines (Henan Polytechnic University) (G201610).

Abstract: The purpose of this paper is to analyze the prevention effects of the upper protective seam mining on the rockburst induced by thick conglomerate. The gateway of 25110 coal face is used as the research object based on the geological and mining conditions of the mining area 25 in Yuejin Coal Mine. Theoretical analysis is used to study the mechanism of the rockburst induced by the dynamic-static loads and the theoretical basis of the prevention effects provided by the upper protective seam mining. Numerical simulation is performed to determine the change of displacement, velocity, stress and plastic distribution of the roadway floor under the same strength of dynamic disturbed stress; and simulation experiment is also conducted to study the response rules of acceleration and dynamic stress of the floor with artificial seismic source under the circumstances that when the upper protective seam was mined or not. The results show that the upper protective seam mining can effectively release the high stress inside the surrounding rocks and the soft and loose rock strata is formed after the roof rock strata of gob naturally caving, which can efficiently attenuate the dynamic disturbed stress wave and reduce the occurrence of rockburst. Therefore, the prevention effects are achieved to a certain extent when the upper protective seam mining is applied under thick conglomerate. Under the thick conglomerate rockburst prevention has certain guiding significance.

Key words: thick conglomerate, rockburst, upper protective seam, dynamic disturbed stress wave, prevention effect, attenuation

CLC Number: 

  • TU 452
[1] CHEN Bing-rui, FENG Xia-ting, FU Qi-qing, WANG Bo, ZHU Xin-hao, LI Tao, LU Cai-ping, XIA Huan, . Integration and high precision intelligence microseismic monitoring technology and its application in deep rock engineering [J]. Rock and Soil Mechanics, 2020, 41(7): 2422-2431.
[2] WANG Li-an, ZHAO Jian-chang, YU Yun-yan, . Propagation characteristics of Rayleigh wave in non-homogeneous saturated foundation [J]. Rock and Soil Mechanics, 2020, 41(6): 1983-1990.
[3] LIU Hong-bo, ZHOU Feng-xi, YUE Guo-dong, HAO Lei-chao. Propagation characteristics of thermoelastic wave in unsaturated soil [J]. Rock and Soil Mechanics, 2020, 41(5): 1613-1624.
[4] TIAN Shu-ping, GAO Meng, WANG Ying, CHEN Qing-sheng. Numerical analysis and field experiment on vibration isolation for Duxseal [J]. Rock and Soil Mechanics, 2020, 41(5): 1770-1780.
[5] ZHOU Feng-xi, LIU Hong-bo, CAI Yuan-qiang, . Analysis of propagation characteristics of Rayleigh waves in saturated porothermoelastic media [J]. Rock and Soil Mechanics, 2020, 41(1): 315-324.
[6] ZHOU Feng-xi, LIU Hong-bo, . Propagation characteristics of Rayleigh waves in unsaturated soils [J]. Rock and Soil Mechanics, 2019, 40(8): 3218-3226.
[7] LI Tong, FENG Xia-ting, WANG Rui, XIAO Ya-xun, WANG Yong, FENG Guang-liang, YAO Zhi-bin, NIU Wen-jing, . Characteristics of rockburst location deflection and its microseismic activities in a deep tunnel [J]. Rock and Soil Mechanics, 2019, 40(7): 2847-2854.
[8] ZHOU Hui, CHEN Jun, ZHANG Chuan-qing, ZHU Yong, LU Jing-jing, JIANG Yue, . Experimental study of the rockburst model material with low-strength and high-brittleness [J]. Rock and Soil Mechanics, 2019, 40(6): 2039-2049.
[9] SU Guo-shao, YAN Si-zhou, YAN Zhao-fu, ZHAI Shao-bin, YAN Liu-bin, . Evolution characteristics of acoustic emission in rockburst process under true-triaxial loading conditions [J]. Rock and Soil Mechanics, 2019, 40(5): 1673-1682.
[10] LUO Dan-ni, SU Guo-shao, HE Bao-yu, . True triaxial test on rockburst of granites with different water saturations [J]. Rock and Soil Mechanics, 2019, 40(4): 1331-1340.
[11] LEI Wen-jie, LI Jin-yu, YUN Mei-hou, . Research on propagation and attenuation characteristics of mining micro-seismic wave [J]. Rock and Soil Mechanics, 2019, 40(4): 1491-1497.
[12] YAN Jian, HE Chuan, WANG Bo, MENG Wei, . Influence of high geotemperature on rockburst occurrence in tunnel [J]. Rock and Soil Mechanics, 2019, 40(4): 1543-1550.
[13] MEI Shi-ming, HU Xiao-chuan, SU Guo-shao, CHEN Guan-yan, . Model test study of the influence of intermediate principal stress on rockburst in tunnel [J]. Rock and Soil Mechanics, 2019, 40(10): 3959-3968.
[14] ZHAO Fei, WANG Hong-jian, HE Man-chao, YUAN Guang-xiang, LUO Yao-wu, . Acoustic emission characteristics of granite specimens with different heights in rockburst tests [J]. Rock and Soil Mechanics, 2019, 40(1): 135-146.
[15] WANG Zhi-dong, LI Li-yun, CHEN Tao, LIU Bing-quan, . Study of energy release in model tests on pillar rockburst [J]. Rock and Soil Mechanics, 2018, 39(S2): 177-185.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!