Moscow University Mechanics Bulletin

, Volume 72, Issue 3, pp 74–77 | Cite as

Steady-state seismic vibrations of a buried pipeline in a viscoelastic soil

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Abstract

Steady-state coupled longitudinal vibrations of a buried pipeline and a viscoelastic soil during an earthquake are studied. Using specific examples of soils described by the Kelvin–Voigt model and by the viscous liquid model, the main qualitative and quantitative effects of viscosity on the behavior and seismic stability of metallic (steel) and concrete pipelines are clarified.

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References

  1. 1.
    M. Sh. Israilov, “An Analogy of Linear Atom Chains in Seismodynamics of Underground Pipelines,” Vestn. Mosk. Univ., Ser. 1: Mat. Mekh., No. 1, 69–72 (2015) [Moscow Univ. Mech. Bull. 70 (1), 19–21 (2015)].Google Scholar
  2. 2.
    M. Sh. Israilov, “Related Problems of the Pipeline Seismodynamics,” Vestn. Mosk. Univ., Ser. 1: Mat. Mekh., No. 5, 41–45 (1996) [Moscow Univ. Mech. Bull. 51 (5), 19–22 (1996)].MATHGoogle Scholar
  3. 3.
    P. Chadwick, A. D. Cox, and H. G. Hopkins, Mechanics of Deep Underground Explosions (Phil. Trans. R. Soc., London, 1964; Mir, Moscow, 1966).Google Scholar
  4. 4.
    G. A. Mavridis and K. D. Pitilakis, “Axial and Transverse Seismic Analysis of Buried Pipelines,” in Electronic Proc. 11th World Conf. on Earthquake Engineering (11WCEE), Acapulco, Mexico, June 23–28, 1996 (Indian Inst. of Technol., Kanpur, 1996), Paper 1605.Google Scholar
  5. 5.
    J. P. Dvivedi, V. P. Singh, and R. K. Lal, “Dynamic Analysis of Buried Pipelines under Linear Viscoelastic Soil Conditions,” Adv. Theor. Appl. Mech. 3 (12), 551–558 (2010).Google Scholar

Copyright information

© Allerton Press, Inc. 2017

Authors and Affiliations

  1. 1.Chechen State UniversityMoscowRussia

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