Experimental study on influence of pre-cutting slot for breaking effect in rock splitting

被引:0
作者
Liu Y. [1 ]
Hou Z. [1 ]
Bu Z. [1 ]
机构
[1] School of Civil Engineering, Yantai University, Shandong, Yantai
来源
Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering | 2023年 / 42卷
关键词
crack propagation; directional control of fracture surface; laboratory test; pre-cutting slot; rock mechanics; rock splitting;
D O I
10.13722/j.cnki.jrme.2022.0788
中图分类号
学科分类号
摘要
An indoor splitting test was carried out to investigate the rock breaking effect which is influenced by the pre-cutting slot at borehole with an electro-hydraulic servo dynamic and static universal testing machine and some cube granite rock specimens. The directional control effect and the maximum splitting force at the moment of breaking were studied specifically in the test under different arrangement modes of pre-cutting slot,such as the setting or not,the direction(inclined slot along the diagonal direction and straight slot parallel to the upper surface boundary of specimen) and the length. Several experimental results were obtained as follows. (1) The pre-cutting slot can effectively control the initiation and propagation of crack and the extension direction of breaking surface,and can significantly inhibit the generation of secondary cracks. (2) Compared with the inclined slot,the straight slot can achieve better breaking directional control effect because it is less affected by the free surface. (3) The length of the pre-cutting slot possesses an obvious promotion effect in guiding the crack propagation and controlling the extension direction of the breaking surface,and this effect is positive correlation with the length of the slot. (4) The pre-cutting slot can reduce the maximum splitting force,and the maximum force shows a monotonically decreasing trend with the increase of the length of the slot. The above experimental conclusions will provide important practical guiding significance for improving rock breaking efficiency in non-blasting directional control rock splitting in the future. © 2023 Academia Sinica. All rights reserved.
引用
收藏
页码:4045 / 4053
页数:8
相关论文
共 19 条
  • [1] DE GRAAF W W, SPITERI W., A preliminary qualitative evaluation of a hydraulic splitting cylinder for breaking rock in deep-level mining[J], Journal of the Southern African Institute of Mining and Metallurgy, 118, 8, pp. 891-897, (2018)
  • [2] LIU Haiwei, Rock splitting mechanism numerical simulation analysis of the rock dril-splitter, (2007)
  • [3] BAI Ying, The distribution of stress on rock induced by the rock splitter, (2009)
  • [4] WEN Desheng, LV Shijun, ZHU Xunjun, Et al., Finite element simulation on wedge of hydraulic stone splitter[J], Journal of System Simulation, 21, 9, pp. 2513-2516, (2009)
  • [5] LIU S, LI H, CHENG G., Numerical and experimental investigation on rock breaking performance with hydraulic splitter, Tunnelling and Underground Space Technology, 96, (2020)
  • [6] ZHOU F, LIU S, HUANG J, Et al., Experimental investigation of the fracture performance of hard rock with a single borehole by using a hydraulic splitter[J], Arabian Journal for Science and Engineering, 46, 11, pp. 10655-10666, (2021)
  • [7] CUI Song, LIU Songyong, HUANG Ju, Experimental research on directional fracturing and rock breaking under action of holes[J], Journal of Central South University:Science and Technology, 52, 5, pp. 1570-1580, (2021)
  • [8] LI H, LIU S, CHENG G, Et al., Numerical investigation on rock-fracturing mechanism by using splitter under hole assistance, Shock and Vibration, (2019)
  • [9] LI J H, LIN D N., Theoretical and experimental study on effects of empty hole in cut blasting[J], Mining Research and Development, 27, 5, pp. 75-77, (2007)
  • [10] SHAN R L, HUANG B L, GAO W J, Et al., Case studies of new technology application of quasi-parallel cut blasting in rock roadway drivage[J], Chinese Journal of Rock Mechanics and Engineering, 30, 2, pp. 224-232, (2011)