Relationship model for the drilling parameters from a digital drilling rig versus the rock mechanical parameters and its application

被引:2
|
作者
Qi Wang
Hongke Gao
Bei Jiang
Jun Yang
Zhijin Lv
机构
[1] Shandong University,Research Center of Geotechnical and Structural Engineering
[2] China University of Mining and Technology,Key Laboratory for Geo
[3] Taiyuan University of Technology,mechanics and Deep Underground Engineering
来源
Arabian Journal of Geosciences | 2018年 / 11卷
关键词
Digital drilling rig; Rock cutting; Drilling parameter; Rock mechanical parameter; Relationship model; Inversion method;
D O I
暂无
中图分类号
学科分类号
摘要
Measuring rock mechanical parameters is an essential step for support design in an underground project. To quickly obtain the surrounding rock mechanical parameters at a construction site in real time using a digital drilling rig, a quantitative relationship between the drilling parameters and rock mechanical parameters should be defined. In this paper, based on the fracture characteristics of rock cutting, a relationship model for the drilling parameters of the digital drilling rig versus the rock mechanical parameters (DP-RMP model) is created. Based on the multi-function rock drilling test system developed by the authors, rock drilling tests for different drilling parameters and theoretical results are compared and analysed to prove the validity and accuracy of the DP-RMP model. Additionally, the influence laws of the cohesion and internal friction angle on the rock cutting drilling torque are investigated. Drilling parameters from the digital drilling rig-based rock mechanical parameter inversion method is proposed; the feasibility of this method is verified by rock drilling test results. The study provides a theoretical basis for quickly obtaining the rock mechanical parameters using drilling parameters on site in real time.
引用
收藏
相关论文
共 50 条
  • [41] Experimental investigation on potential use of drilling parameters to quantify rock strength
    Lakshminarayana, C. R.
    Tripathi, Anup Kumar
    Pal, Samir Kumar
    INTERNATIONAL JOURNAL OF GEO-ENGINEERING, 2021, 12 (01)
  • [42] Experimental investigation on potential use of drilling parameters to quantify rock strength
    C. R. Lakshminarayana
    Anup Kumar Tripathi
    Samir Kumar Pal
    International Journal of Geo-Engineering, 2021, 12
  • [43] Measurement and perception of the rock strength by energy parameters during the drilling operation
    Gao, Kangping
    Xu, Xinxin
    Jiao, Shengjie
    Measurement: Journal of the International Measurement Confederation, 2024, 227
  • [44] Parameters affecting mechanical and thermal responses in bone drilling: A review
    Lee, JuEun
    Chavez, Craig L.
    Park, Joorok
    JOURNAL OF BIOMECHANICS, 2018, 71 : 4 - 21
  • [45] Drilling geologic characteristic parameters estimation and prediction model
    School of Science, Southwest Petroleum University, Cheng Du
    Sichuan, China
    不详
    Sichuan, China
    Intl. J. Earth Sci. Eng., 1 (533-538):
  • [46] Rock and rock mass properties prediction based on drilling parameters for underground drift blasting
    Wagner, H
    Moser, P
    ROCK FRAGMENTATION BY BLASTING, 1996, : 415 - 423
  • [47] Mechanical specific energy versus depth of cut in rock cutting and drilling
    Zhou, Yaneng
    Zhang, Wu
    Gamwo, Isaac
    Lin, Jeen-Shang
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2017, 100 : 287 - 297
  • [48] Real-time Optimization of Drilling Parameters Based on Cone Bit Drilling Speed Model
    Lin, Qi
    Chen, Xin
    Liu, Yanlei
    INTERNATIONAL CONFERENCE ON MECHANICAL DESIGN AND SIMULATION (MDS 2022), 2022, 12261
  • [49] Underbalanced drilling theoretical model and its application
    Fan, Jun
    Chen, Guang
    Gao, Changliang
    Han, Laiju
    Shiyou Xuebao/Acta Petrolei Sinica, 2000, 21 (04): : 75 - 79
  • [50] APPLICATION OF EXPERIMENTAL PLANNING METHOD FOR DETERMINING PARAMETERS OF DRILLING CONDITIONS
    VADETSKII, YV
    ASTAFEV, PI
    KNYAZEV, IK
    KAPLUN, VA
    GURYANOV, EV
    NEFTYANOE KHOZYAISTVO, 1978, (10): : 20 - 23