• BLASTING
  • Vol. 38, Issue 1, 41 (2021)
LIANG Rui, BAO Juan, ZHOU Wen-hai, and WANG Shu-jiang
Author Affiliations
  • [in Chinese]
  • show less
    DOI: 10.3963/j.issn.1001-487x.2021.01.007 Cite this Article
    LIANG Rui, BAO Juan, ZHOU Wen-hai, WANG Shu-jiang. Dynamic Effects of Existing Buried Pipes in Metro Tunnels under Tunnel Excavation Blasting[J]. BLASTING, 2021, 38(1): 41 Copy Citation Text show less

    Abstract

    In order to study the safety of buried pipelines under blast load,ANSYS/LS-DYNA is used to establish the coupled model of explosives,geotechnical bodies,and buried pipelines,so as to study the dynamic response of buried pipelines under blast load.By monitoring the pipeline blast surface-back blast surface specific unit stress and velocity time curve,it is found that 1/4 from both ends of the pipeline blast surface and there is a stress concentration,back blast surface has a local stress amplification effect,and the axial vibration velocity of the pipeline reaches the maximum at 10~21 ms;by changing the pipe wall thickness with 4 mm,6 mm and 9 mm,the pipeline meet -back blast surface of the axial effective stress,velocity,and the pipeline annular vibration wave energy are decreasing with the increase in pipe wall thickness.When the pipe thickness ratio i<0.0525,he explosive energy attenuates the fastest.When 0.0525≤i≤0.05375,attenuation index η,β,κ values are 26.7%.And when i≥0.06,the pipeline annular monitoring unit of the attenuation index law change tends to be consistent.
    LIANG Rui, BAO Juan, ZHOU Wen-hai, WANG Shu-jiang. Dynamic Effects of Existing Buried Pipes in Metro Tunnels under Tunnel Excavation Blasting[J]. BLASTING, 2021, 38(1): 41
    Download Citation