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Vol 195
Pages:
89-94
Download volume:
RUS
Article

About of an estimation of durability of the gas pipeline which is in a ground, at conducting explosive works

Authors:
N. L. Gorokhov1
A. P. Gospodarikov2
About authors
  • 1 — post-graduate student Saint Petersburg State Mining University
  • 2 — Ph.D., Dr.Sci. professor Saint Petersburg State Mining University
Date submitted:
2011-07-02
Date accepted:
2011-09-15
Date published:
2012-04-05

Abstract

In this paper we propose a method for assessing the impact of blasting operations in the pipeline, which is based on mathematical modeling of the joint fluctuations of pipeline and soil during the passage of seismic waves from blasting. The calculation was performed in a plane problem, the soil was modeled Winkler elastic foundation, piping – a geometrically nonlinear shell. The numerical implementation was carried out using an iterative algorithm.

Область исследования:
(Archived) Topical issues in mining of ore and nonmetallic minerals
Keywords:
The base of the elastic ground shock wave the pipeline the calculation of strength the impact of an explosive numerical calculation
Funding:

None

Go to volume 195

References

  1. Belov N.N., Kopanitsa D.G., Kumpyak O.G. YugovN.T. Calculation of reinforced concrete structures to blast and impact loads.Tomsk, 2004.
  2. Gorokhov N. L. Calculation of curved structural elements on the Winkler foundation // Development of mineral resources in the North. Challenges and Solutions: Proceedings of the 8th Inter-Regional. Scientific-Practical Conf. Vorkuta, 2010.
  3. Gorokhov N.L. An approach to the calculation of curved structural elements on the elastic base // Development of mineral resources in the North. Challenges and Solutions: Proceedings of the 8th Inter-Regional. Scientific-Practical Conf. Vorkuta, 2010.
  4. Unified safety rules for blasting. PB 13-407-01. Moscow, 2002.
  5. Klepikov S.N. Calculation of structures on elastic foundation. Kiev, 1957.
  6. Lyakhov G.M., Pokrovskii G.I. Blast waves in soils. Moscow, 1962.

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