Millisecond blasting optimal time delay control based on rock breaking mechanism

被引：0

作者：

Lou X. ^{[1
,2
]}

Zhou W. ^{[1
]}

Jian W. ^{[3
]}

Zheng J. ^{[4
]}

机构：

[1] College of Zijin Mining, Fuzhou University, Fuzhou

[2] Institute for Explosive Technology, Fuzhou University, Fuzhou

[3] College of Environment and Resources, Fuzhou University, Fuzhou

[4] School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan

来源：

Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology | 2017年 / 49卷 / 02期

关键词：

Crushing mechanism; Explosive gas; Millisecond blasting; Stress wave; Time delay control;

D O I：

10.11918/j.issn.0367-6234.2017.02.025

中图分类号：

学科分类号：

摘要：

In order to study the optimal delay time of inter blasthole of millisecond blasting, which is calculated through stress wave and explosive gas energy, an detonation gas motion equation and a dynamic equation are proposed, which is consisted of detonation gas destruction scope, time, and the mathematical model of velocity. Specifically, many theories, such as rock broken theory, wave theory, theory of fracture mechanics, thermodynamics theory and theory of fracture mechanics are utilized during formula derivation. Moreover, after correcting the semi-empirical formula from previous study, a theoretical model of millisecond blasting's delay time is established. As a result, the calculated optimal delay time is 25 ms after inserting the rock mechanical properties. By contrast, the experiment of delayed-detonation combination in different period, reveals that the optimal delay time is 24 ms, which is consistent with the theoretical result. © 2017, Editorial Board of Journal of Harbin Institute of Technology. All right reserved.

引用

页码：158 / 163

页数：5

共 11 条

[1]

Zheng J., Lou X., Luo D., Vibration superposition in tunnel blasting with millisecond delay, Journal of Southwest Jiaotong University (English Edition), 17, 1, pp. 42-46, (2009)

[2]

Chen S., Yan Y., Qi G., Et al., Analysis of influence factors of interference vibration reduction of millisecond blasting, Rock and Soil Mechanics, 32, 10, pp. 21-26, (2011)

[3]

Yamamoto M., Noda H., Kaneko K., Experimental study on blast vibration control method which is based upon wave interference, Journal of the Japan Explosive Society, 59, 5, pp. 231-240, (2008)

[4]

Mogi G., Hoshino T., Adachi T., Et al., Consideration on local blast vibration control by delay blasting, Journal of the Japan Explosive Society, 60, 5, pp. 233-239, (2009)

[5]

Li H., Yang X., Lu W., Et al., Safety assessment for structures under blasting vibration based on equivalent peak energy, Chinese Journal of Geotechnical Engineering, 33, 5, pp. 821-825, (2011)

[6]

Ling T., Li X., Time-energy analysis based on wavelet transform for identifying real delay time in millisecond blasting, Chinese Journal of Rock Mechanics and Engineering, 23, 13, pp. 2266-2270, (2003)

[7]

Lu Y., Hao H., Ma G., Et al., Simulation of structural response under high-frequency ground excitations, Earthquake Engineering & Structural Dynamics, 30, 3, pp. 307-325, (2001)

[8]

Wang M., Wang L., Qi C., Et al., Study of def ormation and failure of rock under explosion load (part II), Journal of disaster prevention and mitigation engineering, 23, 3, pp. 9-20, (2003)

[9]

Ge T., Wang M., Characters near strong impact loading zone in hard rock, Explosion and Shock Waves, 27, 4, pp. 306-311, (2007)

[10]

Grady D.E., Kipp M.E., Continuum modeling of explosion fracture in oil shale, International Journal of Rock Mechanics and Sciences and Geomechanics Abstracts, 17, 3, pp. 147-157, (1987)

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