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Numerical test on polystyrene tunnel seismic-isolation material

Autorzy
Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Stress-strain mechanical properties of polystyrene foam plastic material were tested under different loading conditions. An empirical constitutive model for describing metal materials was proposed for the polystyrene plastic foam. The static and dynamic tests results show that the ductility and watertightness of the polystyrene plastic foam are significantly improved. At the same time, in order to check its seismic-isolation property, the high-performance foam concrete as filling materials of Galongla tunnel in Tibet was simulated by FEM. The simulated results show that the polystyrene plastic foam can remarkably decrease the stress and the plastic zone in final lining, so it can effectively reduce the seismic damage of the tunnel. Considering the seismic-isolation property and low price of polystyrene plastic foam, it is a good reference for the anti-seismic design of tunnels in high intensity zones.
Rocznik
Strony
122--127
Opis fizyczny
Bibliogr. 12 poz., rys., tab.
Twórcy
autor
autor
  • Chinese Academy of Sciences, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Wuhan 430071, China
autor
  • Chinese Academy of Sciences, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Wuhan 430071, China
autor
  • China Railway Siyuan Survey and Design Group Co., Ltd., Wuhan 430063, China
autor
  • Shandong University at Weihai, Weihai 264209, China
Bibliografia
  • 1. Jiang, H., Jiang, S.P., Wang, X.W. & Lin, Y. (2009). Study on transverse seismic response of highway tunnel in fault region. Tunnel Constr. 29 (1), 14-18.
  • 2. Xu, H. & Li, T.B. (2011). Seismic dynamic response and damping effect analysis of different buffer layers on tunnels. China Civil Eng. J . 44, 201-208.
  • 3. Geng, P., Tang, J.L., Quan, Q.L., He, C. & Yan, Q.X. (2013). Shaking table test for tunnel with shock absorption layer though fault zone. J. Central South Univ. (Sci. Technol.) 44(6), 2520-2526.
  • 4. Wang, M.N. & Cui, G.Y. (2011). Establishment of tunnel damping model and research on damping effect with model test in highly seismic area. Rock Soil Mech. 3 1(6), 1884-1890. DOI: 10.3969/j.issn.1000-7598.2010.06.035.
  • 5. Chen L., Wang Y.L., Wen D.L. & Wu C. (2013). Longitudinal seismic response and effect of aseismatic joint of tunnel entrance in fault zone. Transport. Sci. Technol. 260(5), 86-90. DOI: 10.3963/j.issn.1671-7570.2013.05.030.
  • 6. Li, L.J., Ma, C.X. & Ji, H.W. (2010). A study on the constitutive model and parameter identification of polystyrene plastic foam, Thirteenth National Conference on Packaging Engineering.
  • 7. Huang, S., Chen, W.Z., Yang, J.P., Guo, X.H. & Qiao, C.J. (2009). Research on earthquake-induced dynamic responses and a seismic measure for underground engineering. Chinese J. Rock Mech. Eng. 28(3), 483-490. DOI: 10.3321/j.issn:1000-6915.2009.03.006.
  • 8. Zhao, W.S., Chen, W.Z., Zheng, P.Q. & Yu, J.X. (2013). Choice and implementation of seismic wave input method in numerical calculation for underground engineering. Chinese J. Rock Mech. Eng. 32(8), 1579-1587.
  • 9. Huang, S. (2010). Research on failure mechanism and a seismic measure for underground engineering under high intensity earthquake, Wuhan Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, P.R.China, May, 2010.5.
  • 10. Hiroomi, I. et al. (1996). Damage to Daikai subway station. Soils and Foundations, Special Issue, Jan, 283-300.
  • 11. Zhao, W.S., Chen, W.Z., Tan, X.J. & Huang, S. (2013). High-performance foam concrete for seismic-isolation materials of tunnels. Chinese J. Geotech. Eng. 35( 8), 1544-1552.
  • 12. Zheng, Y.L., Yang, L.D. & Li, W.Y. et al. (2005). Earthquake resistance of underground structures. Shanghai: Tongji University Press.
Uwagi
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-91d1022b-9002-4583-b436-fe90fca58574
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