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IssuesArchive of Issues2015-3pp.305-317

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E.V. An and T.R. Rashidov, "Seismodynamics of Underground Pipelines Interacting with Water-Saturated Fine-Grained Soil," Mech. Solids. 50 (3), 305-317 (2015)
Year 2015 Volume 50 Number 3 Pages 305-317
DOI 10.3103/S0025654415030073
Title Seismodynamics of Underground Pipelines Interacting with Water-Saturated Fine-Grained Soil
Author(s) E.V. An (Urazbaev Institute of Mechanics and Seismic Stability of Structures, Academy of Sciences of the Republic of Uzbekistan, ul. Durmon Yuli 31, Akademgorodok, Tashkent, 100125 Republic of Uzbekistan, ekaterinaan@yandex.ru)
T.R. Rashidov (Urazbaev Institute of Mechanics and Seismic Stability of Structures, Academy of Sciences of the Republic of Uzbekistan, ul. Durmon Yuli 31, Akademgorodok, Tashkent, 100125 Republic of Uzbekistan, tur.rashidov@list.ru)
Abstract We suggest a rheological model of interaction between the pipeline and water-saturated fine-grained soil under the assumption that soil has viscous properties. The dynamic stability of underground pipelines interacting with such soils is investigated. Possible effects of buckling under fast longitudinal loading are revealed. The influence of geometric nonlinearity on the buckling phenomenon for pipelines located in water-saturated fine-grained soils is studied. It is shown that the dynamic instability of an underground pipeline occurring as the buckling phenomenon can only arise for a certain combination of all parameters characterizing the pipeline interaction with the soil. The results of the studies are illustrated by graphs of the maximum amplitude of the pipeline transverse vibrations depending on time and their subsequent analysis.
Keywords seismodynamics, stability of underground pipelines, water-saturated fine-grained soil, "pipeline-saturated soil" interaction
References
1.  Masahiko Murata, Senior expert, ADRC, from Hyogo Prefecture, Recover from Great Hanshin-Awaji Earthquake, November 3-4, 2006, Japan. (2006).
2.  Li Hongjing, Jin Liu, and Yao Baohua, "Response Analysis of Buried Pipelines due to Large Ground Movements," in The 14th World Conf. Earthquake Engng, China, 2008, Pdf. (06-0134).
3.  S. Yasuda, S. Mayuzumi, and H. Onose, "Appropriate Countermeasures against Liquefaction-Induced Uplift of Existing Manholes and Pipes," in Performance Based Design in Earthquake Geotechn. Engng, Japan, 2009, pp. 1127-1132.
4.  Yasuko Kuwata and Daisuke Ikejiri, "Liquefaction Hot Spot Based on Pipeline Damage and Topographical History in the Kashima Region during the 2011 off the Pacific Coast of Tohoku Earthquake," in 15th World Conf. Earthquake Engng, Lisbon, 2012. Pdf. 1497.
5.  A. S. Gekhman and Kh. Kh. Zainetdinov, Analisys, Design, and Operation of Pipelines in Seismic Regions (Stroiizdat, Moscow, 1988) [in Russian].
6.  Y. Friedmann and B. Debouvry, "Analytical Design Method Helps Prevent Buried Pipe Upheaval," Pipeline Industry 75 (11), 63-68 (1992).
7.  T. R. Rashidov and Sh. M. Sibukaev, "Analytical Model of Pipeline Transverse Vibrations in Water-Saturated Soil under Seismic Wave Action," Uzbek. Zh. Probl. Mekh., No. 4, 7-12 (2003).
8.  Scientific Report FA-F8-F086 "Investigation of Interaction Problems in the "Deformable Solid-Soil" System with Soil Stickness, Humidity, and Structural Inhomogeneity". (IMiSS, 2011) [in Russian].
9.  T. R. Rashidov, Dynamical Theory of Seismic Resistance of Complex Systems of Underground Structures. (Fan, Tashkent, 1973) [in Russian].
10.  T. R. Rashidov and G. Kh. Khozhmetov, Seismic Resistance of Underground Pipelines. (Fan, Tashkent, 1985) [in Russian].
11.  A. A. Il'yushin and T. R. Rashidov, "Simplified Equations of Seismodynamics of Complex Systems of Underground Structures," in A. A. Il'yushin, Collected Works, Vol. 4: Modeling of Dynamic Processes in Solids and Engineering Applications. (Fizmatlit, Moscow, 2009), pp. 371-382 [in Russian].
12.  A. A. Il'yushin and T. R. Rashidov, "On the Seismic Wave Action on the Underground Pipeline," in A. A. Il'yushin, Collected Works, Vol. 4: Modeling of Dynamic Processes in Solids and Engineering Applications. (Fizmatlit, Moscow, 2009), pp. 382-388 [in Russian].
13.  A. S. Vol'mir, Stability of Deformable Systems. (Nauka, Moscow, 1967) [in Russian].
14.  L. D. Landau and E. M. Lifshits, Theoretical Physics, Vol. 6: Hydrodynamics. (Nauka, Moscow, 1986) [in Russian].
15.  A. B. Vasilieva and V. F. Butuzov, Asymptotic Methods in Singular Perturbation Theory (Vysshaya Shkola, Moscow, 1990) [in Russian].
Received 26 March 2013
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