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Study on Mechanism of Hydration Rate of Static Blasting Agent on Rock Mechanics and Damage
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Lu-wei ZHANG1a, Ji-min LI2, Cheng CHEN3, Gao-feng REN1a, 1b, Cong-rui ZHANG1a, 1b, Liang ZHAO1a
Blasting | 2024, 41(1) : 148 - 158
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Blasting | 2024, 41(1): 148-158
SPECIAL BLASTING
Study on Mechanism of Hydration Rate of Static Blasting Agent on Rock Mechanics and Damage
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Lu-wei ZHANG1a, Ji-min LI2, Cheng CHEN3, Gao-feng REN1a, 1b, Cong-rui ZHANG1a, 1b, Liang ZHAO1a
Affiliations
  • 1a.School of Resources and Environmental Engineering, Wuhan University of Technology, Wuhan 430070, China
  • 1b.Key Laboratory of Green Utilization of Key Non-metallic Mineral Resources, Ministry of Education, Wuhan University of Technology, Wuhan 430070, China
  • 2.Chengchao Mining Company of WISCO Resources Group, Ezhou 436051, China
  • 3.WISCO Resources Group Corporation Limited, Wuhan 430014, China
Published: 2024-03-01 doi: 10.3963/j.issn.1001-487X.2024.01.021
Outline
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For the purpose of studyingTo study the influence of hydration rate of static explosives on the mechanical behavior and damage mechanism of coal ore body, numerical simulations of ore body mechanical damage were carried out using a stress-damage coupling model under different hydration rates. The impact of hydration rate on the evolution of stress field and damage zone in the ore body was analyzed, and the mechanism of the effect of drilling arrangement model on hydration rate was revealed. The research results indicate that the development of the damage zone in static blasting can be divided into four stages: compaction stage, micro-damage formation stage, damage zone development stage, and damage zone connection stage. Among them, the stages of damage zone development and connection stages show the most significant stress effects. The stress field and damage zone increaseincreases with the increase in of hydration rate. Specifically, and the influence of hydration rate on the stress field and damage zonesuch kind of influence is relatively small during the initial rapid energy release phase, but becomes significantly different in the later stages. Besides, Tthe borehole arrangement model affects the mechanism of hydration rate. withUnder the single-hole mechanical model, the hydration rate promotes expansion pressure differences, while However, the under the double hole mechanical model, hydration rate promotes stress superimposition forunder the double hole mechanical model. The guided hole arrangement model has the most significant effect, where the initial hydration rate accelerates stress transfer and the later hydration rate promotes stress superimposition, leading to the expansion and connection of the damage zone under the combined effects of time and stress dimensions. In the numerical simulation and field tests scheme of this study, the hydration rate of the static blasting agent was 1.8 MPa/min, the blast orehole diameter was 113 mm, the borehole spacing was 1000 mm, and the reasonable ratio of borehole spacing to diameter (η) was 9. The guided hole arrangement model can effectively fractures the ore body and generatees a large number ofmany damage zones. This research provides a reference basis for improving the fracturing effect and construction arrangement of static blasting technology.

static blasting technology  /  hydration rate  /  mechanical model  /  stress field  /  damage zone
Lu-wei ZHANG, Ji-min LI, Cheng CHEN, Gao-feng REN, Cong-rui ZHANG, Liang ZHAO. Study on Mechanism of Hydration Rate of Static Blasting Agent on Rock Mechanics and Damage[J]. Blasting, 2024 , 41 (1) : 148 -158 . DOI: 10.3963/j.issn.1001-487X.2024.01.021
  • The National Key Research and Development Program of China(2022YFC2904002)
Year 2024 volume 41 Issue 1
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Article Info
doi: 10.3963/j.issn.1001-487X.2024.01.021
  • Receive Date:2023-09-04
  • Online Date:2026-03-20
  • Published:2024-03-01
Article Data
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History
  • Received:2023-09-04
Funding
The National Key Research and Development Program of China(2022YFC2904002)
Affiliations
    1a.School of Resources and Environmental Engineering, Wuhan University of Technology, Wuhan 430070, China
    1b.Key Laboratory of Green Utilization of Key Non-metallic Mineral Resources, Ministry of Education, Wuhan University of Technology, Wuhan 430070, China
    2.Chengchao Mining Company of WISCO Resources Group, Ezhou 436051, China
    3.WISCO Resources Group Corporation Limited, Wuhan 430014, China

Corresponding:

ZHANG Cong-rui (1991-), male, Ph. D, associate professor/Senior experimentalist, mainly engaged in the research of engineering safety monitoring technology, (E-mail) .
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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