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Vibration Characteristics of Gas Pipeline near Blasting in Silt-rock Strata
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Tao YIN1a, 1b, Ling JI1a, Zi-ru GUO1b, Chuan-bo ZHOU2, Hong-wei LI1b, Chang-qing ZHENG3, Zhi-wei HE1b
Blasting | 2024, 41(4) : 167 - 173
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Blasting | 2024, 41(4): 167-173
BLASTING SAFETY
Vibration Characteristics of Gas Pipeline near Blasting in Silt-rock Strata
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Tao YIN1a, 1b, Ling JI1a, Zi-ru GUO1b, Chuan-bo ZHOU2, Hong-wei LI1b, Chang-qing ZHENG3, Zhi-wei HE1b
Affiliations
  • 1a.School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China
  • 1b.Anhui Engineering Laboratory of Explosive Materials and Technology, Anhui University of Science and Technology, Huainan 232001, China
  • 2.Faculty of Engineering, China University of Geosciences (Wuhan), Wuhan 430074, China
  • 3.Zhuhai Baopoxin Research & Development Co., Ltd., Zhuhai 519099, China
Published: 2024-12-01 doi: 10.3963/j.issn.1001-487X.2024.04.021
Outline
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Since uneven stress on the cutter head can easily lead to surface collapse accidents when a shield machine passes through the silt-rock strata, the rock stratum can be blasted and broken by drilling blast holes on the ground surface before the shield machine arrives. However, the seismic waves generated by the blasting would threaten the safe operation of adjacent gas pipelines. In order to study the vibration characteristic of adjacent gas pipelines during blasting in silt-rock strata, the rock breaking project of silt-rock strata in the shield section of Hengqin Station and Hengqin North Station of Zhuhai Metro was selected as the research background. Firstly, the on-site blasting vibration was tested. Then, the ANSYS/LS-DYNA software was used to simulate the blasting process and invert the physical and mechanical parameters of the materials at the blasting site. Finally, the vibration characteristic of the gas pipeline was analyzed. The research results show that the PPV (peak particle velocity) on the pipeline decreases with the increase of the horizontal distance from the explosion source in the axial direction of the gas pipeline. Meanwhile, the maximum PPV position is perpendicular to the center line of the blast holes. Furthermore, the surface PPV above the gas pipeline decreases along the pipeline axis as the horizontal distance from the explosion source increases, and the maximum PPV position is also perpendicular to the center line of the blast holes. Besides, there is a functional relationship between the surface soil PPV2 along the axial direction of the gas pipeline and the PPV1on the outer wall of the gas pipeline, which is V2=0.60V1+1.29. More importantly, the PPV of the gas pipeline's inner and outer of the gas pipeline are basically the same.

vibration characteristic  /  gas pipeline  /  rock blasting  /  silt-rock strata
Tao YIN, Ling JI, Zi-ru GUO, Chuan-bo ZHOU, Hong-wei LI, Chang-qing ZHENG, Zhi-wei HE. Vibration Characteristics of Gas Pipeline near Blasting in Silt-rock Strata[J]. Blasting, 2024 , 41 (4) : 167 -173 . DOI: 10.3963/j.issn.1001-487X.2024.04.021
  • This study was sponsored by the Youth Fund, Anhui University of Science and Technology(QNYB2021-01)
  • National Natural Science Foundation of China(41972286)
  • Fund for Talent Introduction, Anhui University of Science and Technology(1319020813220458)
  • Anhui Engineering Laboratory of Explosive Materials and Technology, Anhui University of Science and Technology(AHBP2022B-05)
Year 2024 volume 41 Issue 4
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Article Info
doi: 10.3963/j.issn.1001-487X.2024.04.021
  • Receive Date:2023-12-18
  • Online Date:2026-03-19
  • Published:2024-12-01
Article Data
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History
  • Received:2023-12-18
Funding
This study was sponsored by the Youth Fund, Anhui University of Science and Technology(QNYB2021-01)
National Natural Science Foundation of China(41972286)
Fund for Talent Introduction, Anhui University of Science and Technology(1319020813220458)
Anhui Engineering Laboratory of Explosive Materials and Technology, Anhui University of Science and Technology(AHBP2022B-05)
Affiliations
    1a.School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China
    1b.Anhui Engineering Laboratory of Explosive Materials and Technology, Anhui University of Science and Technology, Huainan 232001, China
    2.Faculty of Engineering, China University of Geosciences (Wuhan), Wuhan 430074, China
    3.Zhuhai Baopoxin Research & Development Co., Ltd., Zhuhai 519099, China
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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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