Hard rock fragmentation by dynamic conical pick indentation under confining pressure

被引:2
作者
Luo, Pingkuang [1 ,2 ]
Li, Diyuan [1 ,2 ]
Ru, Wenkai [1 ]
Gong, Hao [1 ]
Wang, Mimi [1 ]
机构
[1] Cent South Univ, Sch Resources & Safety Engn, Changsha 410083, Peoples R China
[2] Cent South Univ, Minist Educ Carbon Emiss Reduct Met Resource Explo, Engn Res Ctr, Changsha 410083, Peoples R China
基金
中国国家自然科学基金;
关键词
Mechanical rock breaking; Conical pick; Dynamic indentation test; Confining pressure; Impact groove; Rock fragmentation; CUTTING EFFICIENCY; SANDSTONE; STRESS; PERFORMANCE; ENERGY; TESTS;
D O I
10.1016/j.ijrmms.2024.105932
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Mechanical mining and excavation in deep metal mines can be regarded as the process of crushing hard rock by conical pick indentation. In this study, a confining pressure loading device was designed and used to carry out dynamic conical pick indentation crushing tests under confining pressure conditions on three types of granite with varying strengths, using the Split Hopkinson Pressure Bar (SHPB). The objective was to quantitatively investigate the effect of confining pressure and rock strength on the indentation crushing characteristics of deep hard rocks. The results indicate that as the confining pressure increases from 5 MPa to 20 MPa, the dimensional parameters such as volume, diameter and depth of the impact groove decrease linearly, while parameters such as the specific energy, indentation force, indentation index and energy utilization rate progressively increase. The increase in the confining pressure inhibits the formation of internal cracks in the rock, enhancing its resistance to pick indentation, which in turn makes rock fragmentation more difficult. This creates unfavorable conditions for efficient rock breaking. Furthermore, rock strength plays a crucial role in the pick indentation process. The higher the rock strength, the greater its resistance to pick indentation, leading to increased energy consumption, accelerated wear of the conical picks, and reduced efficiency in rock breaking.
引用
收藏
页数:14
相关论文
共 59 条
[1]   An analytical model for the indentation of rocks by blunt tools [J].
Alehossein, H ;
Detournay, E ;
Huang, H .
ROCK MECHANICS AND ROCK ENGINEERING, 2000, 33 (04) :267-284
[2]   Waveform effect on fatigue properties of intact sandstone in uniaxial cyclical loading [J].
Bagde, MN ;
Petros, V .
ROCK MECHANICS AND ROCK ENGINEERING, 2005, 38 (03) :169-196
[3]  
Balci C, 2004, J S AFR I MIN METALL, V104, P633
[4]   THE THEORY OF INDENTATION AND HARDNESS TESTS [J].
BISHOP, RF ;
MOTT, NF .
PROCEEDINGS OF THE PHYSICAL SOCIETY OF LONDON, 1945, 57 (321) :147-159
[5]   Indentation of rock by wedge-shaped tools [J].
Chen, L. H. ;
Labuz, J. F. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2006, 43 (07) :1023-1033
[6]   Cavity expansion analysis of normal indention of rocks with lateral confinement [J].
Cheng, Yan ;
Yang, Hongwei ;
Xu, Zhengyang ;
Lu, Caiping .
COMPUTERS AND GEOTECHNICS, 2022, 145
[7]  
Copur H, 2003, J S AFR I MIN METALL, V103, P589
[8]   Some Fundamental Issues in Dynamic Compression and Tension Tests of Rocks Using Split Hopkinson Pressure Bar [J].
Dai, Feng ;
Huang, Sheng ;
Xia, Kaiwen ;
Tan, Zhuoying .
ROCK MECHANICS AND ROCK ENGINEERING, 2010, 43 (06) :657-666
[9]  
Detournay E, 1998, Int J Rock Mech Min Sci Geomech Abstracts
[10]  
Gan D, 2018, Chin J Rock Mech Eng., V37, P3500, DOI [10.13722/j.cnki.jrme.2016.1150, DOI 10.13722/J.CNKI.JRME.2016.1150]