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GUO Ru-kun, FENG Chun, LI Zhan-jun, QIAO Ji-yan, LI Shi-hai. Theoretical and experimental studies on relationship between working parameters of cone drill and rock strengths[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(7): 1221-1229. DOI: 10.11779/CJGE201607008
Citation: GUO Ru-kun, FENG Chun, LI Zhan-jun, QIAO Ji-yan, LI Shi-hai. Theoretical and experimental studies on relationship between working parameters of cone drill and rock strengths[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(7): 1221-1229. DOI: 10.11779/CJGE201607008

Theoretical and experimental studies on relationship between working parameters of cone drill and rock strengths

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  • Received Date: November 16, 2015
  • Published Date: July 24, 2016
  • The relationship between operating parameters of cone drill (drilling speed, drill pipe axial force, rotational speed) and rock mass strengths (cohesion, internal friction angle) is established by means of theoretical analysis and field tests based on the single-tooth impact and pressure rock fragmentation mechanisms. The geometrical morphology of broken area by single-tooth is obtained, and the relationship among single-tooth rock fragmentation volume, drill pipe axial force, cohesion and internal friction angle is established based on the Boussinesq elasticity solution and D-P plastic criterion in theoretical analysis. The relationship among single-tooth rock fragmentation volume, drilling speed and rotational speed established by the relationship that the accumulation of single-tooth rock-breaking volume and the macro rock volume is equal when the drill pipe rotates a circle. The results of theoretical analysis show that the fractured area basically exbibits ellipsoid and a thin layer in the surface layer under the single-tooth pressure. The relationship between drilling speed and rotational speed is linear, that between drilling speed and drill pipe axial force is 3/2 power, and that between drilling speed and cohesion is -3/2 power. The influence of internal friction angle on the penetration rate can be ignored. Field tests on the drilling law of conedrill are conducted in the south mining area of Anqian Mine, and the relationship among drilling speed, drill pipe axial force, rotational speed and cohesion is obtained. The theoretical analysis and the actual measurements coincide fairly well. The research achievements may provide a basis for the optimization design of working parameter of conedrill and dynamic tests on rock mass strengths.
  • [1]
    王清峰, 朱才朝, 宋朝省, 等. 牙轮钻头单牙轮的破岩仿真研究[J]. 振动与冲击, 2010, 29(10): 108-112. (WANG Qing-feng, ZHU Cai-chao, SONG Chao-sheng, et al. Non-linear dynamic analysis of a roller cone bit-well rock system with rock-cone bit interaction[J]. Journal of Vibrat Ion and Shock, 2010, 29(10): 108-112. (in Chinese))
    [2]
    杨岳峰, 梁正召, 唐春安. 冲击作用下的压头破岩机制研究[J]. 岩土力学, 2013, 34(6): 1775-1786. (YANG Yue-feng, LIANG Zheng-zhao, TANG Chun-an. Rock fragmentation mechanism induced by a drill bit subjected to dynamic loading[J]. Rock and Soil Mechanics, 2013, 34(6): 1775-1786. (in Chinese))
    [3]
    LAWN B R. Microfracture beneath point indentations in brittle solids[J]. Journal of Materials Science, 1975, 10(1): 113-122.
    [4]
    LINDQVIST P A. Stress fields and subsurface crack propagation of single and multiple rock indentation and disc cutting[J]. Rock Mechanics & Rock Engineering, 1984, 17(2): 97-112.
    [5]
    HERTZ H. On the contact of elastic solids[J]. Journal Für Die Reine Und Angewandte Mathematik, 1988, 92: 156-228.
    [6]
    OSTOJIC P, MCPHERSON R. A review of indentation fracture theory: its development, principles and limitations[J]. International Journal of Fracture, 1987, 33(4): 297-312.
    [7]
    赵伏军, 李夕兵, 冯 涛, 等. 动静载荷耦合作用下岩石破碎理论分析及试验研究[J]. 岩石力学与工程学报, 2005, 24(8): 1315-1320. (ZHAO Fu-jun, LI Xi-bing, FENG Tao, et al. Theoretical analysis and experiments of rock fragmentation under coupling dynamic and static loads[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(8): 1315-1320. (in Chinese))
    [8]
    刘清友, 王国荣, 牛再举. 盘式单牙轮钻头破岩机理仿真研究[J]. 四川大学学报(工程科学版), 2003, 35(5): 12-15. (LIU Qing-you, WANG Guo-rong, NIU Zai-ju. Simulation study the rock-breaking mechanism on dise one-cone bit[J]. Journal of Sichuan University (Engineering Science Edition), 2003, 35(5): 12-15. (in Chinese))
    [9]
    LIU H Y, KOU S Q, LINDQVIST P, et al. Numerical simulation of the rock fragmentation process induced by indenters[J]. International Journal of Rock Mechanics & Mining Sciences, 2002, 39(4): 491-505.
    [10]
    石祥超, 孟英峰, 李 皋, 等. 加载速度对单齿压入破岩过程的影响[J]. 石油钻探技术, 2010, 38(4): 19-21. (SHI Xiang-chao, MENG Ying-feng, LI Gao, et al. The effect of loading rate on single-tooth feeding and breaking rock[J]. Petroleum Drilling Techniques, 2010, 38(4): 19-21. (in Chinese))
    [11]
    SU O, AKCIN N A. Numerical simulation of rock cutting using the discrete element method[J]. International Journal of Rock Mechanics & Mining Sciences, 2011, 48(3): 434-442.
    [12]
    祝效华, 刘清友, 童 华. 牙轮钻头动力学特性仿真研究[J]. 石油学报, 2004, 25(4): 96-100. (ZHU Xiao-hua, LIU Qing-you, DONG Hua. Emulation research on dynamics of roller cone bit[J]. Acta Petro Lei Sinica, 2004, 25(4): 96-100. (in Chinese))
    [13]
    马德坤. 牙轮钻头工作力学[M]. 北京: 石油工业出版社, 2009. (MA De-kun. Bit working mechanics[M]. Beijing: Petroleum Industry Press, 2009. (in Chinese))
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