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Damage Characteristics and Impact Assessment of Blasting-induced Vibration on High-density Structures Adjacent to Diversion Tunnels
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Yu RAO1, 2, Zhi-guo XIE3, Jin-bin LU4, Gen ZHAO1, Kai MA4, Yi-wei GUO3
Blasting | 2024, 41(4) : 156 - 166
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Blasting | 2024, 41(4): 156-166
BLASTING SAFETY
Damage Characteristics and Impact Assessment of Blasting-induced Vibration on High-density Structures Adjacent to Diversion Tunnels
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Yu RAO1, 2, Zhi-guo XIE3, Jin-bin LU4, Gen ZHAO1, Kai MA4, Yi-wei GUO3
Affiliations
  • 1.Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Yangtze River Scientific Research Institute, Wuhan 430010, China
  • 2.School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China
  • 3.Central Yunnan Water Diversion Engineering Construction Administration Bureau, Kunming 650205, China
  • 4.Central Yunnan Water Diversion Engineering Co. Ltd., Kunming 650205, China
Published: 2024-12-01 doi: 10.3963/j.issn.1001-487X.2024.04.020
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Abstract: Vibration is a primary detrimental effect generated by blasting operations, and accurately evaluating its impact remains crucial and challenging. Based on the blasting excavation of a tunnel under the Central Yunnan Water Diversion Project, this study combines numerical simulation and field investigation to assess the damage characteristics of buildings affected by various factors. The results show that blasting vibration causes “X-shaped” cracks at the four corners of windows and doorways, while uneven settlement leads to 45° diagonal cracks. Subsequently, time-frequency analysis was performed on vibration data from buildings at varying distances from the blast source. The findings indicate that forced vibration predominates in building foundations, with minimal free vibration and quickly attenuating after the blasting load ends. As horizontal distance increases, the main frequency and blasting vibration energy exhibit a downward trend based on Fast Fourier Transform (FFT) analysis. However, the main frequency is less sensitive to distance changes than energy. Additionally, the sensitivity of energy to distance varies across different frequency bands. Generally, energy in each frequency band rapidly attenuates close to the blast source, with slower attenuation as distance increases. Furthermore, as the distance from the last source increases, there is a shift in energy from higher to lower frequency bands towards lower frequency bands, and the effect of low-pass and high-filter results in distinct variations in energy attenuation within different frequency bands. Finally, the study highlights a significant disparity between human perception of blasting vibrations and building safety standards. Based on this observation, a comprehensive evaluation method is proposed to combine structural damage assessment with considerations of the human settlement environment.

blasting vibration  /  damage mechanism  /  time-frequency characteristics  /  impact assessment
Yu RAO, Zhi-guo XIE, Jin-bin LU, Gen ZHAO, Kai MA, Yi-wei GUO. Damage Characteristics and Impact Assessment of Blasting-induced Vibration on High-density Structures Adjacent to Diversion Tunnels[J]. Blasting, 2024 , 41 (4) : 156 -166 . DOI: 10.3963/j.issn.1001-487X.2024.04.020
  • National Natural Science Foundation of China(52079009)
Year 2024 volume 41 Issue 4
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Article Info
doi: 10.3963/j.issn.1001-487X.2024.04.020
  • Receive Date:2024-06-27
  • Online Date:2026-03-19
  • Published:2024-12-01
Article Data
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History
  • Received:2024-06-27
Funding
National Natural Science Foundation of China(52079009)
Affiliations
    1.Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Yangtze River Scientific Research Institute, Wuhan 430010, China
    2.School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China
    3.Central Yunnan Water Diversion Engineering Construction Administration Bureau, Kunming 650205, China
    4.Central Yunnan Water Diversion Engineering Co. Ltd., Kunming 650205, China

Corresponding:

GUO Yi-wei (1984-), male, born in Kunming, Yunnan, master, senior engineer, and mainly engaged in the work of environmental impact assessment in water conservancy and hydropower construction, (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
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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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