Field experiment on blasting vibration effect of underpass gas pipelines

被引:0
|
作者
Zhu B. [1 ]
Jiang N. [1 ]
Jia Y. [2 ,3 ]
Zhou C. [1 ]
Luo X. [1 ]
Wu T. [1 ]
机构
[1] Faculty of Engineering, China University of Geosciences, Wuhan, 430074, Hubei
[2] Hubei Key Laboratory of Blasting Engineering, Wuhan, 430024, Hubei
[3] Wuhan Explosion and Blasting Co., Ltd., Wuhan, 430024, Hubei
基金
中国国家自然科学基金;
关键词
Blasting engineering; Blasting vibration; Dynamic strain; Gas pipeline; Peak vibration velocity; Vibration frequency;
D O I
10.13722/j.cnki.jrme.2019.0183
中图分类号
学科分类号
摘要
Making clear the vibration effect ofthe gas pipeline due toblasting helps to better predict and control blasting hazards. Blasting test of buried gas pipelines was carried out by using dynamic monitoring measures, the propagation characteristics of blasting seismic waves during blasting were analyzed based on the blasting strain and stress wave theory. The vibration and strain characteristics of both the pipeline and the soil above the pipeline were studied, and the allowable strain of the pipeline and the surface safety control speed were calculated. The research indicates that the experimental blasting seismic wave has short-term randomness, and that the main frequency of vibration mainly rangesfrom10Hz to 50Hz and attenuates fast, which conforms to the propagation law of the blasting seismic wave in the far area of actual blasting engineering and hence shows the reasonability of the test design. The cross section of the pipe center is most dangerous, in which the peak strain of the measurement point is mainly the axial peak tensile strain. The peak tensile strain on the back side of the section is larger than that on the explosion side, and the vibration velocity of the pipeline is greater than the surface vibration velocity. The allowable strain value of the pipeline is 366.4×10-6and the surface safety control velocity above the pipeline is 8.5cm/s. © 2019, Science Press. All right reserved.
引用
收藏
页码:2582 / 2592
页数:10
相关论文
共 21 条
  • [1] GB6722-2014 Safety regulations for blasting, (2015)
  • [2] Han J., Hou B., Zhong Z., Et al., Research on shaking table test scheme of buried pipeline under non-uniform seismic excitations, Rock and Soil Mechanics, 40, 6, pp. 1-14, (2019)
  • [3] Wang H., Jin H., Jia J., Et al., Model test study on the influence of subway tunnel drilling and blasting method on adjacent buried pipeline, Chinese Journal of Rock Mechanics and Engineering, 37, pp. 3332-3339, (2018)
  • [4] Jong H.W., Moon K.K., Gun K., Et al., Blast-induced dynamic response on the interface of a multilayered pipelines, Structure and Infrastructure Engineering, 10, 1, pp. 80-92, (2014)
  • [5] Zheng S., Yang L., Dynamic response law of buried gas pipeline caused by blasting seismic waves of undercrossing tunneling, Blasting, 32, 4, pp. 69-76, (2015)
  • [6] Liu Y., Qiao L., Xu B., Dynamic response of liquid-filled pipe embedded in saturated soil due to P waves, Rock and Soil Mechanics, 34, 11, pp. 3151-3158, (2013)
  • [7] Tang R., Li P., Su H., Influence of blasting construction of bridge pile foundation on adjacent buried gas pipelines, Engineering Blasting, 17, 1, pp. 78-81, (2011)
  • [8] Wang D., He L., Wang K., Field measurement and numerical simulation for influence of blasting excavation on adjacent buried pipelines, China Civil Engineering Journal, 50, pp. 134-140, (2017)
  • [9] Jiang N., Gao T., Zhou C.B., Et al., Effect of excavation blasting vibration on adjacent buried gas pipeline in a metro tunnel, Trenchless Technology Research, 81, pp. 590-601, (2018)
  • [10] Zhang Z., Zhou C., Lu S., Et al., Dynamic response characteristics of adjacent buried concrete pipeline subjected to blasting vibration, Journal of Harbin Institute of Technology, 46, 9, pp. 79-84, (2017)