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Ground response to high horizontal stresses during longwall retreat and its implications for longwall headgate support 被引量:6

Ground response to high horizontal stresses during longwall retreat and its implications for longwall headgate support
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摘要 Roof falls in longwall headgate can occur when weak roof and high horizontal stress are present. To prevent roof falls in the headgate under high horizontal stress, it is important to understand the ground response to high horizontal stress in the longwall headgate and the requirements for supplemental roof support. In this study, a longwall headgate under high horizontal stress was instrumented to monitor stress change in the pillars, deformations in the roof, and load in the cable bolts. The conditions in the headgate were monitored for about six months as the longwall face passed by the instrumented site.The roof behavior in the headgate near the face was carefully observed during longwall retreat.Numerical modeling was performed to correlate the modeling results with underground observation and instrumentation data and to quantify the effect of high horizontal stress on roof stability in the longwall headgate. This paper discusses roof support requirements in the longwall headgate under high horizontal stress in regard to the pattern of supplemental cable bolts and the critical locations where additional supplemental support is necessary. Roof falls in longwall headgate can occur when weak roof and high horizontal stress are present. To prevent roof falls in the headgate under high horizontal stress, it is important to understand the ground response to high horizontal stress in the longwall headgate and the requirements for supplemental roof support. In this study, a longwall headgate under high horizontal stress was instrumented to monitor stress change in the pillars, deformations in the roof, and load in the cable bolts. The conditions in the headgate were monitored for about six months as the longwall face passed by the instrumented site.The roof behavior in the headgate near the face was carefully observed during longwall retreat.Numerical modeling was performed to correlate the modeling results with underground observation and instrumentation data and to quantify the effect of high horizontal stress on roof stability in the longwall headgate. This paper discusses roof support requirements in the longwall headgate under high horizontal stress in regard to the pattern of supplemental cable bolts and the critical locations where additional supplemental support is necessary.
出处 《International Journal of Mining Science and Technology》 EI CSCD 2019年第1期27-33,共7页 矿业科学技术学报(英文版)
关键词 LONGWALL MINING LONGWALL headgate High HORIZONTAL stress Supplemental SUPPORT Longwall mining Longwall headgate High horizontal stress Supplemental support
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  • 1Keim KS, Miller MS. Case study evaluation of geological influences impacting mining conditions at a West Virginia longwall mine. lnt J Coal Geol 1991 ;41:51-71. 被引量:1
  • 2Noel NN, Raymond MS. Geologic factors in coal mine roof stability: a progress report. Bureau Mines 1984;27:1884. 被引量:1
  • 3McCulloch CM, Diamond WP, Bench BM. Selected geologic factors affecting mining of the Pittsburgh coalbed. Bureau Mines 1975:72. 被引量:1
  • 4Su D, Hasenfus G, Stull L LuJ, Van DM, Morgan S, Kelley P, Teter D. Impact of a massive sandstone channel on a 1500-foot (457 m) wide longwall face- mitigation and evaluation. In: Proceedings of the 31 st international conference on ground control in mining. Morgantown, WV: West Virginia University; 2012. p. 1-5. 被引量:1
  • 5Su D, Morris TJ, McCaffrey J. Influence of structural stress concentration and structural irregularity on longwall gateroad roof control. In: Proceedings of the 21st international conference on ground control in mining. Morgantown, WV: West Virginia University; 2002. p. 18-25. 被引量:1
  • 6Su D, McCaffrey J, Barletta L, Thomas E, Toothman R. Hydraulic fracturing of sandstone and longwall roof control-implementation and evaluation. In: Proceedings of the 20th international conference on ground control in mining. Morgantown, WV: West Virginia University. p. 1-10. 被引量:1
  • 7Su D, Thomas E, Hasenfus G. Roof geology mapping in underground coal mines. In: Proceedings of the 18th international conference on ground control in mining. Morgantown, WV: West Virginia University. p. 40-9. 被引量:1
  • 8Hasenfus G, Su D. Horizontal stress and coal mines, twenty-five years of experience and perspective. In: Proceedings of the 25th international conference on ground control in mining. Morgantown, WV: West Virginia University. p. 256-67. 被引量:1
  • 9Lu J, Su D, Van DM, Stull L. Mitigation of a massive sandstone channel's impact on longwall face-evaluation and enhancement of hydraulic fracturing technique. In: Proceedings of the 33rd international conference on ground control in mining. Morgantown, WV: West Virginia University; 2012. p. 35-40. 被引量:1
  • 10Lu J, Su D, Hasenfus G, Van DM, Morgan S. Effect of draws late thickness on longwall mining. In: Proceedings of the 32rid international conference on ground control in mining. Morgantown, WV: West Virginia University; 2013. p. 1-10. 被引量:1

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