The paper presents an analysis of buckling stability of underground engineering life-support systems, located in water-saturated soils. Analytical and numerical(FEM) solutions are presented and shown to agree well. The influence of soil rheological properties, as well as pipeline geometrical and mechanical parameters on the system dynamic stability, was numerically simulated.
This is a preview of subscription content, log in via an institution to check access.
Similar content being viewed by others
References
T. R. Rashidov, Dynamic Theory of Seismic Stability of Complex Underground Installation Systems [in Russian], FAN, Tashkent (1973).
S. Yasuda, S. Mayuzumi, and H. Onose, "Appropriate countermeasures against liquefaction induced uplift of existing manholes and pipes," Performance-Based Design in Earthquake Geotechnical Engineering, 1127-1132 (2009).
G. Lanzano, F. Santucci de Magistris, G. Fabbrocino, and E. Salzano, "Multidisciplinary approach for the seismic vulnerability evaluation of lifelines and structural components of industrial plants," 15th World Conference on Earthquake Engineering in Lisbon (2012).
I. Friedmann and B. Debouvry, "Analytical design method helps prevent buried pipe upheaval," Pipe Line Ind., 76, No. 11, 63-69 (1992).
A. S. Volmir, Stability of Elastic Systems [in Russian], Nauka, Moscow (1967).
G. Kauderer, Nonlinear Mechanics [in Russian], IL, Moscow (1961).
A. S. Volmir et al, Problems in Strength of Materials [in Russian], Nauka, Moscow (1984).
L. D. Landau and E.M. Lifshitz, Fluid Mechanics [in Russian], Nauka, Moscow (1988).
E. V. An and T.R. Rashidov, "Seismodynamics of underground pipelines interacting with water-saturated fine-grained soil," Mekh. Tverd. Tela, No. 3, 89-104 (2015).
H. Uno, F. Oka, S. Tanizaki, and A. Tateishi, "Centrifuge model tests on the uplift behavior of an underground structure during liquefaction and its numerical modeling," Performance-Based Design in Earthquake Geotechnical Engineering, 1127-1132 (2009).
V. I. Malyi, "Qualitative analysis of the process of buckling of a rod with a longitudinal impact," Proc. of International Symposium on Mechanics of Deformable Solids in Honor of A.A. Ilyushin's 95th Birthday Anniversary, 351-358 (2006).
D. V. Kapitanov, V.F. Ovchinnikov, and L.V. Smirnov, "The dynamics of an axially loaded elastic bar after loss of stability," Probl. Prochn. Plastichn., No. 76(3), 205-216 (2014).
The Tashkent Earthquake of 26 April 1966 [in Russian], Akad. Nauk Uzbek. SSR, FAN, Tashkent (1971).
K. Yasuko and I. Daisuke, "Liquefaction hotspot based on pipeline damage and topographical history in the Kashima region during the 2011 off the pacific coast of Tohoku earthquake," 15th World Conf. on Earthquake Engineering in Lisbon (2012).
Author information
Authors and Affiliations
Additional information
Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 7-11, March-April, 2017.
Rights and permissions
About this article
Cite this article
Rashidov, T.R., An, E.V. Geometrically Nonlinear Buckling Stability Analysis of Axially Loaded Underground Pipelines. Soil Mech Found Eng 54, 76–80 (2017). https://doi.org/10.1007/s11204-017-9437-5
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11204-017-9437-5