›› 2016, Vol. 37 ›› Issue (2): 376-382.doi: 10.16285/j.rsm.2016.02.009

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Influence of empty hole shape on directional fracture controlled blasting of rock

YUE Zhong-wen, GUO Yang, WANG Xu, YANG Hui-bin, HAN Tu-xian   

  1. School of Mechanics & Civil Engineering, China University of Mining & Technology (Beijing), Beijing 100083, China
  • Received:2014-12-09 Online:2016-02-11 Published:2018-06-09
  • Supported by:

    This work was supported by the General Program of National Natural Science Foundation of China(51374210), the Fundamental Research Funds for the Central Universities(2009QL15), the Key Program of National Natural Science Foundation of China(51134025) and the Program of Introducing Talents of Discipline to Universities(B14006).

Abstract: Model experiments are conducted on polymethyl methacrylate (PMMA) materials to investigate the influence of empty holes with different shapes on directional fracture controlled blasting of rock. A new digital laser dynamic caustics is applied to obtain caustics patterns around empty holes. Experimental results show that the preset rhombic hole can achieve fine directional fracture controlled blasting and effectively ensure the forming effect of blasting around the roadway. By comparing the propagation velocity of blast-induced cracks in specimens containing empty holes with three different shapes, it is found that the velocity of blast-induced main crack in a specimen with a rhombic hole is the greatest, then the velocity in a specimen with a circular hole is followed, and the velocity in a specimen with a circular hole with groove is the lowest. The values of dynamic stress intensity factor (DSIF) at the tips of blast-induced main cracks in specimens with a circular hole are generally higher than that in specimens with a rhombic hole and a circular hole with groove. The values of DSIF in specimens with rhombic holes are relatively low during the middle and late stages of blast-induced main cracks propagation.

Key words: empty hole, directed fracture controlled blasting, caustics, dynamic stress intensity factor

CLC Number: 

  • TU 458

[1] LI Qing, YU Qiang, XU Wen-long, WAN Ming-hua, ZHANG Zheng, Lü Chen, WANG Han-jun,. Experimental research on determination of dynamic stress intensity factor of type-Ⅰ crack using strain gage method [J]. , 2018, 39(4): 1211-1218.
[2] GUO Yang, LI Qing, XU Wen-long, QIAN Lu, TIAN Ce. Dynamic fracture process of a pre-crack under linear charge explosion [J]. , 2018, 39(10): 3882-3890.
[3] YANG Ren-shu, SU Hong, GONG Yue, CHEN Cheng,. Study on the regularity of asymmetric Y-shaped cracks propagation under blast loading [J]. , 2017, 38(8): 2175-2181.
[4] YANG Ren-shu, XU Peng, YUE Zhong-wen, CHEN Cheng , . Laboratory study of interaction between a circular hole defect and mode I moving crack [J]. , 2016, 37(6): 1597-1602.
[5] GOU Xiao-ping ,YANG Jing-rui ,WANG Qi-zhi . Test method for determining rock dynamic fracture toughness using P-CCNBD specimens [J]. , 2013, 34(9): 2449-2459.
[6] HUANG Da,JIN Hua-hui,HUANG Run-qiu. Mechanism of fracture mechanics and physical model test of rocks crack expanding under tension-shear stress [J]. , 2011, 32(4): 997-1002.
[7] LI Qing , ZHANG Xi , LI Sheng-yuan , XIE Jian-wen , MENG Ning-ning. Experimental study of dynamic fracture behaviors of branched cracks under blasting stress wave [J]. , 2011, 32(10): 3026-3032.
[8] YUE Zhong-wen,YANG Ren-shu,GUO Dong-ming,CAO Hui,DONG Ju-cai. Dynamic analysis of crack propagation in media containing flaws under the explosive stress wave [J]. , 2009, 30(4): 949-954.
[9] WU Liang, LU Wen-bo. Analysis of dynamic stress intensity factor of rock crack under pre-split blasting loading [J]. , 2006, 27(S2): 791-794.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!