Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 36 Issue 9
Turn off MathJax
Article Contents
Abstract
References
YAO Xi-he, ZHAO Xiao-bao, GONG Qiu-ming, MA Hong-su, LI Xiao-zhao, TANG Wei, LU Guang-liang, HE Guan-wen. Linear cutting experiments on crack modes of rock under indentation of a single disc cutter[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(9): 1705-1713. DOI: 10.11779/CJGE201409018
Citation: YAO Xi-he, ZHAO Xiao-bao, GONG Qiu-ming, MA Hong-su, LI Xiao-zhao, TANG Wei, LU Guang-liang, HE Guan-wen. Linear cutting experiments on crack modes of rock under indentation of a single disc cutter[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(9): 1705-1713. DOI: 10.11779/CJGE201409018
shu

Linear cutting experiments on crack modes of rock under indentation of a single disc cutter

  • 1. NJU-ECE Institute for Underground and Geo-environment, Nanjing 210093, China;
    2. Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China;
    3. Beijing Research Institute of Uranium Geology, Beijing 100029, China

More Information
  • Received Date: February 06, 2014
  • Published Date: September 21, 2014
    Graphical Abstract
    • Abstract
  • In order to study the crack modes of Beishan granite under the indentation of a single disc rolling cutter, a series of linear cutting experiments are conducted on the Mechanical Rock Fragmentation Experimental Platform developed by Beijing University of Technology. During the experiment, a constant cross-section disc cutter with a diameter of 17 inches (432 mm) is used and a block of Beishan granite with the size of 1000×1000×600 mm is adopted. After the tests, it is found that there is a cracked part beneath the groove with varied fragmentation degree. Based on the observed crack mode and crack density, the rock sample is classified into re-compacted zone, crushed and cracked zone and intact rock zone, then the sizes and areas of these zones are summarized accordingly. Meanwhile the ultrasonic velocity tests and rebound tests are conducted to obtain the properties of different zones. Finally, it is found that these test results agree well with the fragmentation degrees of different zones. In addition, as the time of cutting increases, the areas of these zones expand significantly, while the properties of the corresponding zones almost keep constant.
    • FullText(HTML)
    • References (23)
  • [1]
    张照煌. 全断面岩石掘进机盘形滚刀破岩机理的探讨[J]. 矿山机械, 1995(10): 27-29. (ZHANG Zhao-huang. Investigation of rock cutting mechanism of disc cutter of full face development machine[J]. Mining & Processing Equipment, 1995(10): 27-29. (in Chinese))
    [2]
    宋克志, 王本福. 隧道掘进机盘形滚刀的工作原理分析[J]. 建筑机械, 2007(4): 71-74. (SONG Ke-zhi, WANG Ben-fu. Operation principle of disc cutter on TBM[J]. Construction Machinery, 2007(4): 71-74. ( in Chinese))
    [3]
    LAWN B R, FULLER E R. Equilibrium penny-like cracks in indentation fracture[J]. Journal of Materials Science, 1975, 10(12): 2016-2024.
    [4]
    SWAIN M V, LAWN B R. Indentation fracture in brittle rocks and glasses[C]// International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. Pergamon, 1976, 13(11): 311-319.
    [5]
    HAGAN J T, SWAIN M V. The origin of median and lateral cracks around plastic indents in brittle materials[J]. Journal of Physics D: Applied Physics, 1978, 11(15): 2091.
    [6]
    COOK N G W, HOOD M, TSAI F. Observations of crack growth in hard rock loaded by an indenter[C]// International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. Pergamon, 1984, 21(2): 97-107.
    [7]
    黄士芳, 金国栋. 静压侵入作用下的岩石声发射[J]. 东北大学学报 (自然科学版), 1981(2): 91-100. (HUANG Shi-fang, JIN Guo-dong. Acoustic emission of rock under penetration fracture[J]. Journal of Northeast Institute of Technology (Natural Science), 1981(2): 91-100. (in Chinese))
    [8]
    LINDQVIST P A. Stress fields and subsurface crack propagation of single and multiple rock indentation and disc cutting[J]. Rock Mechanics and Rock Engineering, 1984, 17(2): 97-112.
    [9]
    MÄKI K. Studies of indentation fractures in granite caused by a sharp indenter. Mechanical rock fragmentation. Results from rock indentation tests duringa doctoral course[R]. Lule: University of Lule, 1981, 57T: 14-31. (MAKI K. Studies of indentation fractures in granite caused by a sharp indenter, Mechanical rock fragmentation, Results from rock indentation tests during a doctoral course[R]. Lule: University of Lule, 1981: 57T: 14-31. (in German))
    [10]
    HOWARTH D F, BRIDGE E J. Micro fracture beneath blunt disc cutters in rock[J]. International Journal of Rock Mechanics and Mining Sciences, 1988, 25(1): 35-38.
    [11]
    LIU H Y, KOU S Q, LINDQVIST P A, et al. Numerical simulation of the rock fragmentation process induced by indenters[J]. International Journal of Rock Mechanics and Mining Sciences, 2002, 39(4): 491-505.
    [12]
    GONG Q M, ZHAO J, HEFNY A M. Numerical simulation of rock fragmentation process induced by two TBM cutters and cutter spacing optimization[J]. Tunnelling and Underground Space Technology, 2006, 21(3/4): 1-8.
    [13]
    梁正召, 于 跃, 唐世斌, 等. 刀具破岩机理的细观数值模拟及刀间距优化研究[J]. 采矿与安全工程学报, 2012(1): 84-89. (LIANG Zheng-zhao, YU Yue, TANG Shi-bin, et al. Numerical modeling of rock fracture mechanism under disc cutters and associated cutter spacing optimization[J]. Journal of Mining & Safety Engineering, 2012(1): 84-89. (in Chinese))
    [14]
    谭 青, 易念恩, 夏毅敏, 等. TBM 滚刀破岩动态特性与最优刀间距研究[J]. 岩石力学与工程学报, 2012, 31(12): 2453-2464. (TAN Qing, YI Nian-en, XIA Yi-min, et al. Research on rock dynamic fragmentation characteristics by TBM cutters and cutter spacing optimization[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(12): 2453-2464. ( in Chinese))
    [15]
    余 静, 程 凯. 滚刀破碎理论分析[J]. 东北大学学报(自然科学版), 1980(2): 105-113. (YU Jing, CHENG Kai. A theoretical analysis of rock fracture by rolling disc cutter[J]. Journal of Northeast Institute of Technology, 1980(2): 105-113. (in Chinese))
    [16]
    莫振泽, 李海波, 周青春, 等. 楔刀作用下岩石微观劣化的试验研究[J]. 岩土力学, 2012, 33(5): 1333-1340. (MO Zhen-ze, LI Hai-bo, ZHOU Qing-chun, et al. Experimental study of rock microscopic deterioration under wedge cutter[J]. Rock and Soil Mechanics, 2012, 33(5): 1333-1340. (in Chinese))
    [17]
    NILSEN B, OZDEMIR L. Hard rock tunnel boring prediction and field performance[C]// Proceedings of the Rapid Excavation and Tunneling Conference. Society for Mining, Metallogy & Exploration, INC, 1993: 833-833.
    [18]
    ROSTAMI J, OZDEMIR L, NILSON B. Comparison between CSM and NTH hard rock TBM performance prediction models[C]// Proceedings of Annual Technical Meeting of the Institute of Shaft Drilling Technology. Las Vegas, 1996: 1-10.
    [19]
    余 静. 岩石机械破碎规律和破岩机理模型[J]. 煤炭学报, 1982, 7(3): 10-18. (YU Jing. Rules of rock fragmentation with mechanical methods and model of rock failure mechanism [J]. Journal of China Coal Society, 1982, 7(3): 10-18. (in Chinese))
    [20]
    茅承觉, 刘友元. 隧洞掘进机盘形滚刀滚压岩石的试验[J]. 工程机械, 1986(3): 21-26. (MAO Cheng-jue, LIU You-yuan, Experiment of tunnel mechanical boring machine disk cutter roll rock[J]. Construction Machinery and Equipment , 1986(3): 21-26. (in Chinese))
    [21]
    金国栋, 黄士芳, 虞和霁, 等. 全断面岩石隧道掘进机盘刀破岩机理分析 (上)[J]. 制冷空调与电力机械, 1981(3): 1-9. (JIN Guo-dong, HUANG Shi-fang, YU He-ji, et al. Analysis of rock cutting mechanism of disc cutter of full face development machine[J]. Refrigeration Air Conditioning & Electric Power Machinery, 1981(3): 1-9. (in Chinese))
    [22]
    刘 春, 王宝军, 施 斌, 等. 基于数字图像识别的岩土体裂隙形态参数分析方法[J]. 岩土工程学报, 2008, 30(9): 1383-1388. (LIU Chun, WANG Bao-jun, SHI Bin, et al, Analytic method of morphological parameters of cracks for rock and soil based on image processing and recognition[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(9): 1383-1388. (in Chinese))
    [23]
    SL 47—94 水工建筑物岩石基础开挖工程施工技术规范 [S]. 1994. (SL 47—94 Construction technical specification on rock foundation excavation engineering of hydraulic structures[S]. 1994. (in Chinese))
    • Related Articles
  • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (469) PDF downloads (477) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return