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Vol 226
Pages:
405-411
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Article

Mathematical modeling of seismic explosion waves impact on rock mass with a working

Authors:
A. P. Gospodarikov1
Ya. N. Vykhodtsev2
M. A. Zatsepin3
About authors
  • 1 — Saint-Petersburg Mining University
  • 2 — Saint-Petersburg Mining University
  • 3 — Saint-Petersburg Mining University
Date submitted:
2017-03-28
Date accepted:
2017-05-16
Date published:
2017-08-24

Abstract

In the article, within the framework of the dynamic theory of elasticity, a mathematical model of the impact of seismic blast waves on rock mass is presented, including a working. The increase in the volume of mining operations in complex mining and geological conditions, taking into account the influence of the explosion energy, is closely connected with the analysis of the main parameters of the stress-strain state of the rock massif including a working. The latter leads to the need to determine the safe parameters of drilling and blasting operations that ensure the operational state of mining. The main danger in detonation of an explosive charge near an active working is a seismic explosive wave which characteristics are determined by the properties of soil and parameters of drilling and blasting operations. The determination of stress fields and displacement velocities in rock mass requires the use of a modern mathematical apparatus for its solution. For numerical solution of the given boundary value problem by the method of finite differences, an original calculation-difference scheme is constructed. The application of the splitting method for solving a two-dimensional boundary value problem is reduced to the solution of spatially one-dimensional differential equations. For the obtained numerical algorithm, an effective computational software has been developed. Numerical solutions of the model problem are given for the case when the shape of the working has a form of an ellipse.

Область исследования:
Mining
Keywords:
mine working mathematical model seismic explosion wave difference scheme numerical algorithm
10.25515/pmi.2017.4.405
Go to volume 226

References

  1. Vallander S.V. Lectures on hydroaeromechanics. Leningrad: Nauka, 1978, p.296 (in Russian).2.GodunovS.K., Ryaben'kii V.S. Differential schemes. Moscow: Nauka, 1977, р.440 (in Russian).
  2. Gospodarikov A.P., Kolton G.A., Buldakov E.L. One approach to mathematical modeling of the effect of blast waves on an underground oil pipeline. Zapiski Gornogo instituta. 2014. Vol. 210, p. 37-42 (in Russian).
  3. Gospodarikov A.P., Gorokhov N.L. Dynamic calculation of pipelines for seismic impacts. Zapiski Gornogo instituta. 2011. Vol. 193, p. 318-321 (in Russian).
  4. Lyakhov G.M. Fundamentals of the dynamics of blast waves in soils and rocks. Moscow: Nedra, 1974, p. 192 (in Russian).
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  8. Shemyakin E.I. Dynamic problems of the theory of elasticity and plasticity. Novosibirsk: Izd-vo NGU, 1968, р.337 (in Russian).
  9. BormannP., Engdahl E.R., Kind R. Seismic wave propagation and Earth models. Ed. Bormann. New Manual of Seismological Observatory Practice. Potsdam: German Research Center for Geosciences, 2012, p.1-105. DOI: 10.2312/GFZ.NMSOP-2_ch2.
  10. Yan Bo, Xinwu Zeng, Yuan Li. Subsection forward modeling method of blasting stress wave underground. Mathematical problems in engineering. 2015. Vol. 215, p. 9. DOI: 10.1155/2015/678468.
  11. ZiaranS., Musil M., Cekan M., Chlebo O. Analysis of seismic waves generated by blasting operations and their response on buildings. International Journal of Environmental, Chemical, Ecological, Geological and Geophysical Engineering. 2013. Vol.7. N11, p. 769-774.

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