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Volume 42 Issue 9
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WANG Yu-jie, SHE Lei, ZHAO Yu-fei, CAO Rui-lang. Experimental study on measurement of rock strength parameters based on digital drilling technology[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(9): 1659-1668. DOI: 10.11779/CJGE202009010
Citation: WANG Yu-jie, SHE Lei, ZHAO Yu-fei, CAO Rui-lang. Experimental study on measurement of rock strength parameters based on digital drilling technology[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(9): 1659-1668. DOI: 10.11779/CJGE202009010
shu

Experimental study on measurement of rock strength parameters based on digital drilling technology

  • 1.

    Department of Geotechnical Engineering, China Institute of Water Resources and Hydropower Research, Beijing 100048, China

  • 2.

    State Key Laboratory of Eco-hydraulics in Northwest Arid Region of China (Xi'an University of Technology), Xi'an 710048, China

  • 3.

    State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, China

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  • Received Date: November 10, 2019
  • Available Online: December 07, 2022
    Graphical Abstract
    • Abstract
  • Quick and accurate advance acquisition of mechanical parameters of rock mass is an important prerequisite for guiding the safe construction of rock mass engineering. Using the self-developed multi-functional digital drilling test system, the indoor digital drilling tests and uniaxial compression tests on complete samples with different strength grades are carried out. Based on the test results and according to the stress characteristics of diamond bit in rock grinding drilling process, the theoretical solution to the rock grinding energy per unit volume is defined and deduced by using the force limit equilibrium and the energy conservation principle. The mathematical equation for digital drilling parameters and grinding energy per unit volume of rock is obtained, and the quantitative relationship between rock digital drilling parameters and uniaxial compressive strength is established, namely RDP-Rc prediction model, and the feasibility and validity of the model are further verified. The research methods and results can provide a new way for the real-time in-situ measurement of strength parameters of rock mass.
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    • References (20)
  • [1]
    贾志欣, 汪小刚, 赵宇飞, 等. 岩石钻孔原位测试技术的应用与改进[J]. 岩石力学与工程学报, 2013, 6: 1264-1269. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201306022.htm

    JIA Zhi-xin, WANG Xiao-gang, ZHAO Yu-fei, et al. Application and improvement of rock borehole in-situ test technology[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 6: 1264-1269. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201306022.htm
    [2]
    XU T, RANJITH P G, WASANTHA P L P, et al. Influence of the geometry of partially-spanning joints on mechanical properties of rock in uniaxial compression[J]. Engineering Geology, 2013, 167: 134-147. doi: 10.1016/j.enggeo.2013.10.011
    [3]
    TANG X M, XU S, ZHUANG C X, et al. Assessing rock brittleness and fracability from radial variation of elastic wave velocities from borehole acoustic logging: rock brittleness and fracability[J]. Geophysical Prospecting, 2016, 64(4): 958-966. doi: 10.1111/1365-2478.12377
    [4]
    WANG Q, GAO H, YU H, et al. Method for measuring rock mass characteristics and evaluating the grouting-reinforced effect based on digital drilling[J]. Rock Mechanics and Rock Engineering, 2019, 52(3): 841-851. doi: 10.1007/s00603-018-1624-9
    [5]
    KAHRAMAN S, BILGIN N, FERIDUNOGLU C. Dominant rock properties affecting the penetration rate of percussive drills[J]. International Journal of Rock Mechanics & Mining Sciences, 2003, 40(5): 711-723.
    [6]
    GUI M W, SOGA K, BOLTON M D, et al. Instrumented borehole drilling for subsurface investigation[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2002, 128(4): 283-291. doi: 10.1061/(ASCE)1090-0241(2002)128:4(283)
    [7]
    SUGAWARA J, YUE Z Q, THAM L G, et al. Weathered rock characterization using drilling parameters[J]. Canadian Geotechnical Journal, 2003, 40(3): 661-668. doi: 10.1139/t03-007
    [8]
    YUE Z Q, LEE C F, LAW K T, et al. Automatic monitoring of rotary-percussive drilling for ground characterization- illustrated by a case example in Hong Kong[J]. International Journal of Rock Mechanics & Mining Sciences, 2004, 41(4): 573-612.
    [9]
    谭卓英, 岳中琦, 蔡美峰. 风化花岗岩地层旋转钻进中的能量分析[J]. 岩石力学与工程学报, 2007, 26(3): 478-483. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200703005.htm

    TAN Zhuo-ying, YUE Zhong-qi, CAI Mei-feng. Analysis of energy for rotary drilling in weathered granite formation[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(3): 478-483. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200703005.htm
    [10]
    谭卓英, 王思敬, 蔡美峰. 岩土工程界面识别中的地层判别分类方法研究[J]. 岩石力学与工程学报, 2008, 27(2): 316-322. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200802016.htm

    TAN Zhuo-ying, WANG Si-jing, CAI Mei-feng. Study on discriminant classification method for ground formation in identification of geotechnical engineering interfaces[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(2): 316-322. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200802016.htm
    [11]
    AALIZAD S A, RASHIDINEJAD F. Prediction of penetration rate of rotary-percussive drilling using artificial neural network a case study[J]. Archives of Mining Sciences, 2012, 57(3): 715-728. doi: 10.2478/v10267-012-0046-x
    [12]
    YAşAR E, RANJITH P G, VIETE D R. An experimental investigation into the drilling and physico-mechanical properties of a rock-like brittle material[J]. Journal of Petroleum Science & Engineering, 2011, 76(3/4): 185-193.
    [13]
    HE M M, LI N, ZHANG Z Q, et al. An empirical method for determining the mechanical properties of jointed rock mass using drilling energy[J]. International Journal of Rock Mechanics & Mining Sciences, 2019, 116(4): 64-74.
    [14]
    HUANG S L, WANG Z W. The mechanics of diamond core drilling of rocks[J]. International Journal of Rock Mechanics and Mining Sciences, 1997, 34(3/4): 1-14.
    [15]
    MOSTOFI M, RASOULI V, MAWULI E. An estimation of rock strength using a drilling performance model: a case study in Blacktip Field, Australia[J]. Rock Mechanics and Rock Engineering, 2011, 44(3): 305-316. doi: 10.1007/s00603-011-0142-9
    [16]
    KALANTARI S, ALIREZA B, HASHEMALHOSSEINI H, et al. An analytical model for estimating rock strength parameters from small scale drilling data[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2019, 11(1): 135-145.
    [17]
    岳中琦. 钻孔过程监测(DPM)对工程岩体质量评价方法的完善与提升[J]. 岩石力学与工程学报, 2014, 33(10): 1977-1996. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201410005.htm

    YUE Zhong-qi. Drilling process monitoring for refining and upgranding rock mass quality classific ation methods[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(10): 1977-1996. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201410005.htm
    [18]
    曾俊强, 王玉杰, 曹瑞琅, 等. 基于钻孔过程监测的花岗岩钻进比能研究[J]. 水利水电技术, 2017, 48(4): 112-117. https://www.cnki.com.cn/Article/CJFDTOTAL-SJWJ201704023.htm

    ZENG Jun-qiang, WANG Yu-jie, CAO Rui-lang, et al. Drilling process monitoring-based study on granite drilling specific energy[J]. Water Resources and Hydropower Engineering, 2017, 48(4): 112-117. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SJWJ201704023.htm
    [19]
    王玉杰, 赵宇飞, 曹瑞琅, 等. 一种合理评价岩体TBM施工适宜性的试验设备及方法[P]. 中国专利：E21B49, 106593426A, 2017-04-26.
    [20]
    ISRM. Suggested methods for determining the uniaxial compressive strength and deformability of rock materials[J]. International Journal of Rock Mechanics & Mining Sciences & Geomechanics Abstracts, 1979, 16: 135-140.
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