4.7 Article

Numerical and experimental investigation on rock breaking performance with hydraulic splitter

期刊

出版社

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.tust.2019.103181

关键词

Rock breaking performance; Confining pressure; Crack propagation; Borehole margin; Fracturing pressure

资金

  1. National Natural Science Foundation of China [51975570]
  2. Postgraduate Research & Practice Innovation Program of Jiangsu Province [KYCX18_1960]
  3. China Postdoctoral Science Foundation [2018M640537]
  4. Top-notch Academic Programs Project of Jiangsu Higher Education Institutions (TAPP)
  5. Priority Academic Program Development of Jiangsu Higher Education Institutions (PAPD)

向作者/读者索取更多资源

In this work, a numerical model of rock breaking was established based on the AUTODYN code to reveal rock-breaking mechanisms and explain the principal of crack propagation. In addition, the orthogonal experimental design method was used, and the results were evaluated using a range and variance analysis to solve the problem of low efficiency associated with a hydraulic splitter. Finally, the numerical model was verified, and an optimal combination of the working parameters was obtained from the experiment. The results show that the factors influencing rock breaking are borehole margin, confining pressure, borehole depth, and borehole diameter. Moreover, the borehole margin was observed to have a considerable influence on the fracturing pressure. Additionally, the confining pressure has a certain influence, while the borehole depth and borehole diameter have a slight effect on the rock-breaking performance in this study. Furthermore, the optimal scheme was found to be A(1)B(4)C(3)D(4), in which the borehole margin, borehole depth, borehole diameter, and confining pressure were 25 cm, 45 cm, 45 mm and 8 MPa, respectively.

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