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Blasting-induced Vibration Suppression Techniques for Close-proximity Undercrossing of Existing Tunnels
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jia-yin JIA1, Zhen-yang CAO2, Shi-jun ZHOU1, Xiao-dong WU2, Xing GAO1, Hao-jun WU2, Min GONG2
Blasting | 2025, 42(2) : 167 - 177
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Blasting | 2025, 42(2): 167-177
BLASTING SAFETY
Blasting-induced Vibration Suppression Techniques for Close-proximity Undercrossing of Existing Tunnels
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jia-yin JIA1, Zhen-yang CAO2, Shi-jun ZHOU1, Xiao-dong WU2, Xing GAO1, Hao-jun WU2, Min GONG2
Affiliations
  • 1.Chongqing Zhonghuan Construction Co. Ltd., Chongqing 401120, China
  • 2.University of Science and Technology Beijing, Beijing 100083, China
Published: 2025-06-01 doi: 10.3963/j.issn.1001-487X.2025.02.020
Outline
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To mitigate blasting vibration during the excavation of a drainage tunnel located 2.30~3.10 m beneath an existing tunnel, an optimized blasting scheme using millisecond blasting by electronic detonators and a subsection in blasting holes was implemented. The field blasting scheme was initially adjusted based on the conventional blasting situation near the existing tunnel. This involved optimizing hole position parameters and reducing the number of holes. Before the formal blasting in the underpass section, a single-hole blasting test was then conducted near the excavation face to capture the vibration waveform and geological information. Using the linear superposition method, the vibration waveform of various delay intervals was analyzed to select the optimal delay interval. To further improve blasting performance and reduce the vibration of the cut blasting, the first blasting in the cut area was performed by using the subsection blasting in the hole. Field tests and calculations determined that the optimal delay times were 5 ms for the same row of cut holes or spreader holes, 40 ms between rows, and 3 ms for contour holes. The new blasting scheme was implemented and optimized in the field. When the drainage tunnel was excavated at a footage of 1.5 m through the existing tunnel, the maximum vibration of the road surface monitoring point at a distance of 3.10 m directly above was maintained below 4.0 cm/s, ensuring structure safety. Using electronic detonators for precise initiation and sectional blasting successfully controlled site vibration, protected adjacent structures, and provided valuable insights for similar future projects.

drainage tunnel  /  existing tunnel  /  millisecond blasting  /  optimal delay interval  /  segmentation in hole
jia-yin JIA, Zhen-yang CAO, Shi-jun ZHOU, Xiao-dong WU, Xing GAO, Hao-jun WU, Min GONG. Blasting-induced Vibration Suppression Techniques for Close-proximity Undercrossing of Existing Tunnels[J]. Blasting, 2025 , 42 (2) : 167 -177 . DOI: 10.3963/j.issn.1001-487X.2025.02.020
Year 2025 volume 42 Issue 2
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Article Info
doi: 10.3963/j.issn.1001-487X.2025.02.020
  • Receive Date:2024-08-12
  • Online Date:2026-03-19
  • Published:2025-06-01
Article Data
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History
  • Received:2024-08-12
Funding
Affiliations
    1.Chongqing Zhonghuan Construction Co. Ltd., Chongqing 401120, China
    2.University of Science and Technology Beijing, Beijing 100083, China

Corresponding:

WU Xiao-dong (1992-), male, born in Jiujiang, Jiangxi Province, Ph. D, lecturer, engaged in underground engineering blasting theory and technology research, (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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