期刊文献+

潘谢矿区深部主采煤层顶、底板工程地质条件分析 被引量:4

Analysis of Engineering Geological Conditions of Deep Main Coal Seams′s Roofs and Floors in Panxie Area
下载PDF
导出
摘要 潘谢矿区深部主采煤层深度均在800 m以下,属深部开采,工程地质条件较为复杂。利用主采煤层顶、底板的RQD值(岩石质量指标)和冲洗液消耗量,依据岩石质量划分规范及冲洗液消耗量对应的裂隙发育程度经验,对顶、底板的裂隙发育程度进行了定量对比分析,并利用2种方法研究了深部主采煤层顶、底板的工程地质条件。由综合评价及定量分析结果可知:各深部主采煤层顶、底板岩石平均RQD值介于25%~50%,岩石质量等级总体为不好。 The deep main coal seams in Panxie mining area have depth of at least 800 metes, which belongs to the deep mining, has more complicated engineering geological conditions. Whose RQD values(rock quality designation) and consumption of rinsing liquid have analysis with comparison quantitatively for their roofs and floors,depending on rock mass classification specification and experience of crack growth degree by consumption of rinsing liquid, with the two methods, engineering geological conditions of roofs and floors have been researched. Comprehensive evaluation and quantitative analysis show that: the rock roofs and floors have an average RQD between 25% ~50%,with a bad rock quality grade generally.
出处 《煤炭技术》 北大核心 2017年第7期52-54,共3页 Coal Technology
基金 国家自然科学基金项目(41472235)
关键词 RQD值 岩石质量等级 冲洗液消耗量 深部开采 岩溶裂隙 RQD value rock quality grade consumption of rinsing liquid deep mining karst fissure
  • 相关文献

参考文献3

二级参考文献23

  • 1陈剑平,石丙飞,王清.工程岩体随机结构面优势方向的表示法初探[J].岩石力学与工程学报,2005,24(2):241-245. 被引量:41
  • 2张玉军,康永华.覆岩破坏规律探测技术的发展及评价[J].煤矿开采,2005,10(2):10-12. 被引量:43
  • 3杜时贵,王思敬.岩石质量指标(RQD)的各向异性分析[J].工程地质学报,1996,4(4):48-54. 被引量:18
  • 4范立民.煤矿地裂缝研究[A]:环境地质研究(第三辑)[C].北京:地震出版社,1996.
  • 5中华人民共和国国家标准.矿区水文地质工程地质勘察规范[S].北京:中国标准出版社,1991.
  • 6煤炭工业部.建筑物、水体、铁路及主要井巷煤柱留设与压煤开采规程[S].北京:煤炭工业出版社,1985.
  • 7Deere D U. Technical Description of Rock Cores for Engineering Purposes [J]. Rock Mechanics and Engineering Geology, 1963,1 ( 1 ) : 18 - 22.
  • 8Zhang W, Wang Q, Chen J P, et al. Determination of the Optimal Threshold and Length Measurements for RQD Calculations[J]. International Journal of Rock Mechanics and Mining Sciences, 2012, 52:1 -12.
  • 9Zhang W, Chen J P, Cao RQD and Generalized Z X, et al. Size Effect of Representative Volume Elements.. A Case Study on an Underground Excavation in Baihetan Dam, Southwest China [J]. Tunneling and Underground Space Technology, 2013, 35 : 89 - 98.
  • 10Hudson J A, Priest S D. Discontinuity Frequency in Rock Mass [J ]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 1983,20(2):75 - 89.

共引文献37

同被引文献21

引证文献4

二级引证文献3

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部