收藏切换
Vibration Response and Safety Control of Frame-shear Structure Adjacent to Mine Blasting
收藏切换
PDF
Yu-min YANG1, Mo-xi ZHAO1, Chuan-bo ZHOU1, Sheng ZHANG2, Guang-long HE2, Run-hua HAO3, Yu-qi ZHANG1
Blasting | 2025, 42(1) : 166 - 174
Less
收藏切换
Blasting | 2025, 42(1): 166-174
BLASTING SAFETY
Vibration Response and Safety Control of Frame-shear Structure Adjacent to Mine Blasting
Full
Yu-min YANG1, Mo-xi ZHAO1, Chuan-bo ZHOU1, Sheng ZHANG2, Guang-long HE2, Run-hua HAO3, Yu-qi ZHANG1
Affiliations
  • 1.Faculty of Engineering, China University of Geosciences (Wuhan), Wuhan 430074, China
  • 2.Inner Mongolia Shengli Zhongwei Blast Co., Ltd., Ordos 010300, China
  • 3.Ordos Public Security Bureau Public Security Management Detachment Dangerous Management Brigade, Ordos 017001, China
Published: 2025-06-20 doi: 10.3963/j.issn.1001-487X.2025.01.020
Outline
收藏切换

The impact of blasting vibration on surrounding buildings has been widely concerned. Based on the deep hole bench blasting project of Changtan Open-pit Coal Mine, the characteristics of the adjacent 11-story frame-shear structure office building are comprehensively analyzed. After several blasting vibration tests, the distribution characteristics of vibration velocity and main frequency in different directions were analyzed. The significance of elevation difference on vibration velocity in various directions was obtained through single-factor analysis. Finally, based on the dimensional analysis method, a vibration velocity prediction model under the influence of multiple factors was studied, proposed, and applied to the blasting safety charge design. The main conclusions are as follows: with the increase of floors, the primary vibration direction changes from horizontal radial (X) to horizontal tangential (Y), and finally to vertical (Z). In most working conditions, the PPVx and PPVy are not more than 0.17 cm/s and 0.213 cm/s, respectively, and the elevation has little influence. The PPVz is concentrated in 0.05~0.41 cm/s, and the elevation amplification effect is significant in 7~11 layers. The maximum charge per delay, total charge amount, and horizontal distance are substantial for the three-axis PPVs. The elevation difference is not significant for the PPVx but significant for the PPVy and PPVz. The main vibration frequency is concentrated in 3~12 Hz, and some reach 16~30 Hz. Based on the vibration prediction model for the office building, combined with the blasting safety regulations and the blasting parameters under the most dangerous working conditions, the total charge of the bottom blasting should be within 10 267 kg, and the total charge of the deep hole bench blasting should be between 8268~8883 kg.

frame-shear structure  /  on-site monitoring  /  vibration response  /  elevation effect  /  safety evaluation
Yu-min YANG, Mo-xi ZHAO, Chuan-bo ZHOU, Sheng ZHANG, Guang-long HE, Run-hua HAO, Yu-qi ZHANG. Vibration Response and Safety Control of Frame-shear Structure Adjacent to Mine Blasting[J]. Blasting, 2025 , 42 (1) : 166 -174 . DOI: 10.3963/j.issn.1001-487X.2025.01.020
  • Project supported by National Natural Science Foundation of China(41972286)
Year 2025 volume 42 Issue 1
PDF
113
54
Cite this Article
BibTeX
Article Info
doi: 10.3963/j.issn.1001-487X.2025.01.020
  • Receive Date:2024-04-22
  • Online Date:2026-03-18
  • Published:2025-06-20
Article Data
Affiliations
History
  • Received:2024-04-22
Funding
Project supported by National Natural Science Foundation of China(41972286)
Affiliations
    1.Faculty of Engineering, China University of Geosciences (Wuhan), Wuhan 430074, China
    2.Inner Mongolia Shengli Zhongwei Blast Co., Ltd., Ordos 010300, China
    3.Ordos Public Security Bureau Public Security Management Detachment Dangerous Management Brigade, Ordos 017001, China

Corresponding:

ZHOU Chuan-bo (1963-), male, Anhui, professor, mainly engaged in research on geotechnical engineering and engineering blasting, (E-mail) .
References
Share
https://castjournals.cast.org.cn/joweb/bp/EN/10.3963/j.issn.1001-487X.2025.01.020
Share to
QR

Scan QR to access full text

Cite this article
BibTeX
Citations
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
关闭全屏
  • BibTeX
  • EndNote
  • RefWorks
  • TxT