Investigation on the Tool-Rock Interaction Using an Extended Grain-Based Model

被引:0
作者
Weiji Liu
Hai Hu
Xiaohua Zhu
Bin Tan
Zhilin Li
机构
[1] Southwest Petroleum University,School of Mechatronic Engineering
[2] CNPC Chuanqing Drilling Engineering Company Limited,undefined
来源
KSCE Journal of Civil Engineering | 2022年 / 26卷
关键词
Heterogeneous granite; Rock cutting; Rock indentation; Fracture mechanism; Numerical simulation;
D O I
暂无
中图分类号
学科分类号
摘要
The poor drill-ability of rock in deep hard formation leads to the problems of low rate of penetration (ROP) and high drilling cost. A detailed understanding of the rock-tool interaction is of great significance for improving the rock breaking efficiency and optimizing the cutting parameters. For this purpose, this paper establishes a numerical model of heterogeneous granite which considers the influence of mineral distribution and real grain structure. The fracture behaviors of granite under tool cutting and indentation are investigated subsequently. It is found that there are always four kinds of microcracks in granite, intragranular tensile crack, intragranular shear crack, intergranular tensile crack and intergranular shear crack, among those four crack types, the intergranular tensile crack and intragranular shear crack are dominated, almost no intergranular shear cracks occur. Lateral pressure has no great influence on the volume of cutting chips in rock cutting, but is the direct factor that affects the rock-breaking efficiency in rock indentation. The initiation and propagation of radial cracks will be obviously inhibited in large lateral pressure, and the number of radial cracks will decrease sharply, resulting in low rock-breaking efficiency. Lateral pressure seems to have little effect on the indentation force, the possible reason for this lateral pressure insensitivity is because the far-field lateral pressure has less influence on the indenter tip around field than the existence of free surface. The research results can provide the basis for improving granite rock-breaking efficiency and optimizing rock-breaking tools to a certain extent.
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页码:2992 / 3006
页数:14
相关论文
共 144 条
  • [1] Cheng Z(2019)Cracks imaging in linear cutting tests with a PDC cutter: Characteristics and development sequence of cracks in the rock Journal of Petroleum Science & Engineering 179 1151-1158
  • [2] Sheng M(2007)A clumped particle model for rock International Journal of Rock Mechanics & Mining Sciences 44 997-1010
  • [3] Li G(1992)Numerical modeling of discontinua International Journal of Rock Mechanics & Mining Sciences & Geomechanics Abstracts 31 101-113
  • [4] Huang Z(1979)A discrete numerical model for granular assemblies Géotechnique 1 47-65
  • [5] Shi H(2020)Rock failure analysis based on the cutting force in the single PDC cutter tests Journal of Petroleum Science and Engineering 194 107339-1364
  • [6] Dai X(2004)A bonded-particle model for rock International Journal of Rock Mechanics and Mining Sciences 41 1329-510
  • [7] Guo Z(2017)DEM simulations of sandstone under true triaxial compressive tests Acta Geotechnica 12 495-634
  • [8] Cho N(2015)Micromechanical analysis of the failure process of brittle rock International Journal for Numerical & Analytical Methods in Geomechanics 39 618-396
  • [9] Martin CD(2014)Numerical study of elastic wave propagation characteristics in cracked rock Journal of Applied Mathematics & Physics 2 391-16697
  • [10] Sego DC(2018)Numerical and theoretical simulations of the dielectric properties of porous rocks Journal of Applied Geophysics 159 S232680600X-114