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水平应力作用下采区巷道顶板离层特征 被引量:4

Roof Separation Characteristics of Longwall Roadway Under Horizontal Stress
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摘要 以理论和现场观测为基础,研究高水平应力条件下煤矿长壁工作面采区准备煤巷顶板的离层扩展过程和特征。根据三个不同的采矿阶段,即掘进阶段、掘进之后回采之前和回采阶段,研究巷道顶板离层发生的时间,位置,大小和所对应的地质条件,及离层在各阶段的扩展过程和特点。结果表明,顶板离层与采矿活动有着十分密切的关系,不同的采矿活动隐含着不同的离层特性和机理。从时间上,巷道顶板离层在巷道成巷之时即出现,其大小随着采矿活动的变化而变化。从空间上,成巷初期,离层在顶板6m范围内分布大致均匀,之后形成两个位于顶板附近和深部的离层区,随着时间的推移,两离层区域逐渐合并,在巷道表面上方6m范围内形成离层区,其离层范围为巷道高度的两倍。成巷初期,最大离层决定着巷道离层特性,后期,离层数量则起主导作用。 Based on the separation data collected from a comprehensive underground monitoring in a coal mine, this paper presents an analytical work on the characteristics of roof separation propagation and process under the high horizontal stress condition in the longwall roadway. The work is focused on the roof separation propagation characteristics, associated with different mining activities, including stages of heading development and longwall extraction. It is found that roof separation is strongly related to different stages of mining activities, and each stage involves different separation characteristics and mechanisms. Major separation occurs almost uniformly with formation of opening from the roof surface up to 6 m。 Then two separation zones are formed in both lower and upper roof strata respectively。Furthermore, two separation zones emerge gradually,and the separation zone covers from roof surface up to 6 m,which is two times of the heading height. During formation of opening, the separation characteristics of roof strata are dominated by the maximum roof separation and afterwards, the density of separation plays an important role.
出处 《隧道建设》 2007年第S2期41-47,共7页 Tunnel Construction
关键词 离层 水平应力 顶板稳定性 采区巷道 separation horizontal stress roof stability longwall roadway
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参考文献6

  • 1黄达,康天合,段康廉.水平应力对巷道软弱互层顶板岩体破坏的数值模拟研究[J].太原理工大学学报,2004,35(3):299-303. 被引量:23
  • 2张建全,廖国华.覆岩离层产生的机理及离层计算方法的探讨[J].地下空间,2001,21(5):407-411. 被引量:17
  • 3Jeremic,M.L.Ground Mechanics in Hard Rock Mining. . 1987
  • 4Matthews,S.M,,Nemcik,J.A,Gale,Winton J.Horizontal stress control in underground coal mines. Proceedings of the11th Interna-tional Conference on Ground Control in Mining . Jul7-101992
  • 5Helgeson,D.E.,andAydin,A.Characteristics of joint propagation acrosslayer interface in sedimentary. Journal of Structural Geolo-gy . 1991
  • 6Lu T.K.,and Liu Y.Z.Effectof moisture adsorption and water absorp-tion on mechanical properties of laminated mudstone. Proceedings of the5th International Symposiumon MiningScience and Technology . 2004

二级参考文献12

  • 1钱鸣高,张顶立,黎良杰,康立勋,许家林.砌体梁的“S-R”稳定及其应用[J].矿山压力与顶板管理,1994,11(3):6-11. 被引量:67
  • 2缪协兴,钱鸣高.采场围岩整体结构与砌体梁力学模型[J].矿山压力与顶板管理,1995,12(3):3-12. 被引量:76
  • 3P.莫塔赫德,J.Q.严,张绪珍.层状岩石节理状顶板依据楔块梁机理的设计[J].国外金属矿山,1996(9):14-21. 被引量:3
  • 4范学理 赵德深.减缓矿区地表沉陷的新途径.全国矿山测量会议论文集(第六分册)[M].,1991..
  • 5(波)M.鲍莱茨基 于振海等(译).矿山岩体力学[M].北京:煤炭工业出版社,1985..
  • 6天津大学建筑工程系地下建筑教研室.地下结构静力计算[M].北京:中国建筑工业出版社,1979..
  • 7Goodman RE, Shi GH. Block theory and its application to rock engineering[M]. London: Prentice-Hall, 1985:30-169.
  • 8Mauldon M, Goodman RE. Vector analysis of keyblock rotation[J]. Geotech Geoenviron Eng (ASCE), 1996(12) :113-122.
  • 9Ge Xiurun,Feng Shuren. Model of regularly Jointed rockmass with consideration of the influence of couple stresses[J]. computer Methods and Advances In Geomechanics, 1991(6):138-152.
  • 10杨伦,于广明,王旭春,田荣,李禄华.煤矿覆岩采动离层位置的计算[J].煤炭学报,1997,22(5):477-480. 被引量:38

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