期刊
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
卷 96, 期 -, 页码 -出版社
PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.tust.2019.103179
关键词
SOPW; Rock-breaking performance; Damage; Pulse frequency; Pulse amplitude; Confining pressure
资金
- National Natural Science Foundation of China [51975570]
- China Postdoctoral Science Foundation [2018M640537]
- Postgraduate Research & Practice Innovation Program of Jiangsu Province [KYCX18_1960]
- Top-notch Academic Programs Project of Jiangsu Higher Education Institutions (TAPP)
- Priority Academic Program Development of Jiangsu Higher Education Institutions (PAPD)
To investigate the rock-breaking performance of the self-excited oscillating pulsed waterjet (SOPW), the finite element method (FEM) combined with smoothed particle hydrodynamics (SPH) was utilized to simulate the rock-breaking process. First, the rock-breaking status of a continuous waterjet and SOPW impact were compared and the rock-breaking mechanism including the formation and propagation of cracks and the formation of the crushing zone were observed. Under the same conditions, the rock-breaking performance of SOPW was found to be superior to that of the continuous waterjet. In addition, the failure of the crack propagation and crushing zone formation results in brittle failure and plastic behavior, respectively. The hammer pressure generated at the initial stage is the major factor for rock-breaking using a continuous waterjet. In the case of the SOPW, the hammer pressure can be generated at a high frequency, which indicates that SOPW can more effectively exploit energy and hammer pressure than a continuous waterjet. In addition, the rock-breaking performance with different pulse amplitudes, pulse frequencies, and confining pressures was discussed. The results indicate that the greater the pulse amplitude, the more severe the rock damage. However, a regular trend was not observed for rock-breaking performance with increase in pulse frequency. In addition, with increase in confining pressure, the rock-breaking performance initially decreased and then increased and the main conical cracks gradually became vertical to the side surface.
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