Numerical and experimental investigation on rock breaking performance with hydraulic splitter

被引:18
|
作者
Liu, Songyong
Li, Hongsheng
Cheng, Gang
机构
[1] China Univ Min & Technol, Sch Mechatron Engn, Xuzhou 221116, Jiangsu, Peoples R China
[2] China Univ Min & Technol, Jiangsu Collaborat Innovat Ctr Intelligent Min Eq, Xuzhou 221008, Jiangsu, Peoples R China
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
Rock breaking performance; Confining pressure; Crack propagation; Borehole margin; Fracturing pressure; QUANTITATIVE-ANALYSIS; INDUCED DAMAGE; COAL; PROPAGATION; SIMULATION; INITIATION; FRAGMENTATION; MECHANISMS; PRESSURES; BLAST;
D O I
10.1016/j.tust.2019.103181
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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.
引用
收藏
页数:13
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