BLASTING, Volume. 41, Issue 4, 167(2024)

Vibration Characteristics of Gas Pipeline near Blasting in Silt-rock Strata

YIN Tao1,2, JI Ling1, GUO Zi-ru2, ZHOU Chuan-bo3, LI Hong-wei2, ZHENG Chang-qing4, and HE Zhi-wei2
Author Affiliations
  • 1School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China
  • 2Anhui Engineering Laboratory of Explosive Materials and Technology, Anhui University of Science and Technology, Huainan 232001, China
  • 3Faculty of Engineering, China University of Geosciences (Wuhan), Wuhan 430074, China
  • 4Zhuhai Baopoxin Research & Development Co., Ltd., Zhuhai 519099, China
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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 PPV1 on 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.

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    YIN Tao, JI Ling, GUO Zi-ru, ZHOU Chuan-bo, LI Hong-wei, ZHENG Chang-qing, HE Zhi-wei. Vibration Characteristics of Gas Pipeline near Blasting in Silt-rock Strata[J]. BLASTING, 2024, 41(4): 167

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    Paper Information

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    Received: Dec. 18, 2023

    Accepted: Jan. 3, 2025

    Published Online: Jan. 3, 2025

    The Author Email:

    DOI:10.3963/j.issn.1001-487x.2024.04.021

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