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Transitional geology and its effects on development and longwall mining in Pittsburgh Seam 被引量:3

Transitional geology and its effects on development and longwall mining in Pittsburgh Seam
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摘要 This paper presents the geologic and ground control challenges that were encountered by Consol Energy's coal mining operations in southwestem Pennsylvania, USA. Geologic encounters, such as sandstone- to-limestone geology transition, massive sandstone channels, shale channels, pyritic rich green claystone, laminated roof, and soft floor, have significantly impacted the development and longwall mining in Consol's Pittsburgh Seam coal mines. Experience from different mines shows that, in the sandstone-to-limestone geology transition zone, 1.83 m high-tension, fully-grouted primary bolts employed along with 4.88 m cen- ter cable bolts at every other strap greatly improved beam building and ensured proper anchorage into the competent roof. Hydraulic fracturing of the massive sandstone was often necessary to enhance caving of the massive sandstone behind the shields to relieve pressure at the face. The presence of soft floor coupled with presence of thick floor coal and deep cover, induced excessive headgate convergence during retreat of the first right hand longwall panel. In all, it is important to explore the roof and in-seam geology in detail to delineate normal and anomalous geologic conditions prior to and during development. With diligent geologic reconnaissance, geotechnical monitoring, and assessment, site-specific geotechnical solutions have been provided to mine operations to improve safety and productivity. This paper presents the geologic and ground control challenges that were encountered by Consol Energy's coal mining operations in southwestern Pennsylvania,USA. Geologic encounters,such as sandstoneto-limestone geology transition,massive sandstone channels,shale channels,pyritic rich green claystone,laminated roof,and soft floor,have significantly impacted the development and longwall mining in Consol's Pittsburgh Seam coal mines. Experience from different mines shows that,in the sandstone-to-limestone geology transition zone,1.83 m high-tension,fully-grouted primary bolts employed along with 4.88 m center cable bolts at every other strap greatly improved beam building and ensured proper anchorage into the competent roof. Hydraulic fracturing of the massive sandstone was often necessary to enhance caving of the massive sandstone behind the shields to relieve pressure at the face. The presence of soft floor coupled with presence of thick floor coal and deep cover,induced excessive headgate convergence during retreat of the first right hand longwall panel. In all,it is important to explore the roof and in-seam geology in detail to delineate normal and anomalous geologic conditions prior to and during development. With diligent geologic reconnaissance,geotechnical monitoring,and assessment,site-specific geotechnical solutions have been provided to mine operations to improve safety and productivity.
机构地区 Geomechanical Engineer
出处 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2016年第1期31-37,共7页 矿业科学技术学报(英文版)
关键词 Coal miningGeology transition zoneGround controlRoof bolt 地质变迁 煤层地质 长壁开采 匹兹堡 岩土工程监测 块状砂岩 石灰岩地质 开发过程
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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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