Numerical simulation of bidirectional cumulative tension blasting based on smoothed particle flow method

被引:0
|
作者
Zhu C. [1 ,2 ,3 ]
Hu N. [1 ]
Zhang X. [2 ,4 ]
He M. [2 ]
Tao Z. [2 ]
Yin Q. [2 ]
Meng Q. [1 ]
机构
[1] School of Earth Science and Engineering, Hohai University, Nanjing
[2] State Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining and Technology(Beijing), Beijing
[3] State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan
[4] School of Civil Engineering, Guizhou University of Engineering Science, Bijie
基金
中国国家自然科学基金;
关键词
bidirectional cumulative tension blasting; crack propagation; cumulative angle; directional blasting; smooth particle flow method;
D O I
10.11817/j.issn.1672-7207.2022.06.014
中图分类号
学科分类号
摘要
In order to study the influence of cumulative angle on the bidirectional cumulative tension blasting, firstly, the fracture mechanics mechanism was analyzed from the principle of the bidirectional cumulative tension blasting. Secondly, the Johnson-Holmquist constitutive model was introduced to study the dynamic damage characteristics of rock. Thirdly, the numerical calculation of the bidirectional cumulative tension blasting process was carried out using the smooth particle flow method, the crack expansion processes of bidirectional cumulative tension blasting at 60°, 90° and 150° angles were reproduced and the relevant laws of rock damage development, particle distribution, stress distribution and crack propagation at the corresponding angles were obtained. Finally, the feasibility and practicability were verified through the field blasting test. The results show that at the above three types of cumulative angles, the bidirectional cumulative tension blasting can achieve the generation and penetration of directional cracks in the direction of cumulation. Although secondary cracks exist, they do not affect the generation and development of directional cracks. The smaller the cumulative angle, the larger the offset angle of crack extension in the direction of cumulation, that is, the worse the directional presplitting precision of the bidirectional cumulative tension blasting. During the directional cracking process, the explosive particles act as "air wedges" to promote the crack expansion in width and length. The field blasting test results proves that the bidirectional cumulative tension blasting has excellent directional presplitting effect. © 2022 Central South University of Technology. All rights reserved.
引用
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页码:2122 / 2133
页数:11
相关论文
共 34 条
  • [21] GUO Deyong, ZHANG Chao, ZHU Tonggong, Et al., Effect of detonating position of deep-hole cumulative blasting on coal seam cracking and permeability enhancement, Journal of China Coal Society, 46, pp. 302-311, (2021)
  • [22] LIANG Hongda, GUO Pengfei, SUN Dingjie, Et al., A study on crack propagation and stress wave propagation in different blasting modes of shaped energy blasting, Journal of Vibration and Shock, 39, 4, pp. 157-164, (2020)
  • [23] DENG Yongxing, ZHANG Zhonglei, GUAN Zhiqiang, Et al., Research and application of root smooth blasting mechanism of shaped charge in spiral tube, Explosion and Shock Waves, 40, 1, (2020)
  • [24] WU bo, LI Hualong, XU Shixiang, Et al., Research on mechanism and structure optimization of elliptical bipolar shaped charge blasting, Journal of Railway Science and Engineering, 18, 5, pp. 1213-1221, (2021)
  • [25] WANG Z L, KONIETZKY H., Modelling of blast-induced fractures in jointed rock masses, Engineering Fracture Mechanics, 76, 12, pp. 1945-1955, (2009)
  • [26] HE Manchao, ZHANG Guofeng, QI Gan, Et al., Stability control of surrounding rocks in deep entry of Jiahe coal mine, Journal of Mining & Safety Engineering, 24, 1, pp. 27-31, (2007)
  • [27] HE Manchao, GUO Pengfei, ZHANG Xiaohu, Et al., Directional pre-splitting of roadway roof based on the theory of bilateral cumulative tensile explosion, Explosion and Shock Waves, 38, 4, pp. 795-803, (2018)
  • [28] GUO Pengfei, ZHANG Xiaohu, PENG Yanyan, Et al., Research on deformation characteristic and stability control of surrounding rock during gob-side entry retaining, Geotechnical and Geological Engineering, 38, 3, pp. 2887-2902, (2020)
  • [29] GUO Pengfei, ZHANG Xiaohu, DU Weisheng, Et al., Research on the effect of particle distribution on the crack propagation in shaped energy blasting based on the smoothed particle hydrodynamics, Shock and Vibration, 2020, (2020)
  • [30] ZHANG Guofeng, HE Manchao, YU Xueping, Et al., Research on the technique of no-pillar mining with gob-side entry formed by advanced roof caving in the protective seam in baijiao coal mine, Journal of Mining & Safety Engineering, 28, 4, pp. 511-516, (2011)