Study on the Influence of Notched Empty Hole Parameters on Directional Fracture Blasting Effect

Placing empty holes between charging holes is widely used in blasting engineering to achieve directional fracture blasting. Studies have shown that the presence of a notch along the empty hole wall enhances stress concentration and supports improved control over crack propagation. The notch angle and length are the two main parameters influencing the impact of notch holes. Therefore, in this study, we used numerical simulations to investigate how varying notch angles and lengths influence the directional fracture blasting effect. The findings suggest that, among the different types of holes used in directional fracture rock blasting, notched empty holes have the most significant guiding effect, followed by empty holes, while the absence of empty holes yields the least effective results. In the directional fracture blasting of a notched empty hole, stress concentration occurs at the notch tip following the explosion. This alters the stress field distribution around the empty hole, which shifts from a compressive to a tangential tensile state. Additionally, this concentration of stress causes the explosion energy to be focused on that location, resulting in a directional fracture blasting effect. In blasting construction, selecting the appropriate notch hole parameters is necessary to achieve optimal effects and reduce damage to surrounding rocks. Based on the notch parameters assessed in this study, the optimal effect of directional fracture blasting is achieved when the notch angle is 30°.

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Publication Details

Journal
Buildings
Published
2024-12-22
DOI
https://doi.org/10.3390/buildings14124077
Citations
2
Primary Topic
High-Velocity Impact and Material Behavior
Type
article
Field-Weighted Citation Impact
0.23

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article

Study on the Influence of Notched Empty Hole Parameters on Directional Fracture Blasting Effect

Xiantang Zhang, Yanzhong Tian, Haibo Yan, Yong Yang et al.
2 citations
Buildings
High-Velocity Impact and Material Behavior
0.23
article

Study on the Influence of Notched Empty Hole Parameters on Directional Fracture Blasting Effect

Xiantang Zhang, Yanzhong Tian, Haibo Yan, Yong Yang, Tonghua Fu, Rongyan Ma, Deqing Wang, Hongmin Zhou, X.Y. Jiao
article en
2 citations

Abstract

Placing empty holes between charging holes is widely used in blasting engineering to achieve directional fracture blasting. Studies have shown that the presence of a notch along the empty hole wall enhances stress concentration and supports improved control over crack propagation. The notch angle and length are the two main parameters influencing the impact of notch holes. Therefore, in this study, we used numerical simulations to investigate how varying notch angles and lengths influence the directional fracture blasting effect. The findings suggest that, among the different types of holes used in directional fracture rock blasting, notched empty holes have the most significant guiding effect, followed by empty holes, while the absence of empty holes yields the least effective results. In the directional fracture blasting of a notched empty hole, stress concentration occurs at the notch tip following the explosion. This alters the stress field distribution around the empty hole, which shifts from a compressive to a tangential tensile state. Additionally, this concentration of stress causes the explosion energy to be focused on that location, resulting in a directional fracture blasting effect. In blasting construction, selecting the appropriate notch hole parameters is necessary to achieve optimal effects and reduce damage to surrounding rocks. Based on the notch parameters assessed in this study, the optimal effect of directional fracture blasting is achieved when the notch angle is 30°.

BuildingsVol. 14(12)
Anhui University of Science and Technology (CN), Shanghai Construction Group (China) (CN), Shandong University of Science and Technology (CN)
National Natural Science Foundation of China
Openalex Percentile: Top 49%
High-Velocity Impact and Material Behavior
0.23
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