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Analyses of the effect of seismic behavior of shallow tunnels in liquefiable grounds

Tunnelling and underground space technology, v.25 no.5, 2010년, pp.543 - 552  

Azadi, M. (Islamic Azad University, Qazvin Branch, Qazvin, Iran) ,  Mir Mohammad Hosseini, S.M. (Amirkabir University of Technology, Tehran, Iran)

Abstract AI-Helper 아이콘AI-Helper

AbstractMany studies have focused on the effects of earthquake loading on the forces and displacements of underground structures. As part of the analysis of these forces and displacements, seismic loading effects are considered when designing underground structures, and so the equations are measured...

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참고문헌 (25)

  1. Tunneling and Underground Space Technology Chou 16 1 185 2001 10.1016/S0886-7798(01)00057-8 A study of liquefaction related damages on shield tunnels 

  2. Cundall, et al., 2001. Fast Lagrangian Analysis of Continua Manual. Online Manual. 

  3. Hall, W.J., O’Rourke, T.D., 1991. Seismic behavior and vulnerability of pipelines. In: Proc. 3 US Conf. Lifeline Earthquake, pp. 761-773. 

  4. Soils Foundations Hamada 36 1 81 1996 10.3208/sandf.36.Special_81 Liquefaction induced ground displacement and its related damage to lifeline facilities 

  5. ASCE Hashash 2 1380 1998 Seismic soil-structure interaction analysis for immersed tube tunnels retrofit 

  6. Tunneling and Underground Space Technology Hashash 16 247 2001 10.1016/S0886-7798(01)00051-7 Seismic design and analysis of underground structures 

  7. Japan Society of Civil Engineers, 1993. Reconnaissance Report on the July 16, 1990 Luzon Earthquake, the Philippines (in Japanese). 

  8. Japanese Society of Soil Mechanics and Foundation Engineering, 1986. Tohoku Branch. Report on the Damage Investigation of the 1983 Nihonkai-Chubu Earthquake (in Japanese). 

  9. Tunnelling and Underground Space Technology John 12 165 1987 10.1016/0886-7798(87)90011-3 A seismic design of underground structures 

  10. Soils and Foundations Khoshnoudian 42 6 1 2002 10.3208/sandf.42.6_1 Numerical analysis of the seismic behavior of tunnels constructed in liquefiable soils 

  11. Soils Foundations Koseki 37 97 1997 10.3208/sandf.37.97 Uplift behavior of underground structures caused by liquefaction of surrounding soil during earthquake 

  12. Soil Foundations Koseki 37 109 1997 10.3208/sandf.37.109 Uplift of Sewer manholes during the 1993 Kushiro-oki earthquake 

  13. Journal of Geotechnical and Geoenvironmental Engineering, ASCE Ling 129 1092 2003 10.1061/(ASCE)1090-0241(2003)129:12(1092) Centrifugal modeling of seismic behavior of large-diameter pipe in liquefiable soil 

  14. Computers and Geotechnics Liu 32 4 223 2005 10.1016/j.compgeo.2005.02.002 Seismic response of large underground structures in liquefiable soils subjected to horizontal and vertical earthquake excitations 

  15. Matsumoto 1968 General Report on the Niigata Earthquake of 1964 Sanitary facilities 

  16. Structural Engineering/Earthquake Engineering Ohshima 11 1035 1994 Elasto-plastic dynamic response analysis of underground structure-soil composite based upon the 3-D finite element method 

  17. Soil Dynamics and Earthquake Engineering Orense 23 19 2003 10.1016/S0267-7261(02)00152-5 Study on wall-type gravel drains as liquefaction countermeasure for underground structures 

  18. O’Rourke, T.D., Gowdy, T.E., Stewart, H.E., Pease, J.W., 1991. Lifeline and geotechnical aspects of the 1989 Loma Prieta Earthquake. In: Proc. 2th Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamic. Univ. of Missouri-Rolla, Rolla, pp. 1601-1612. 

  19. O’Rourke, T.D., Goh, S.H., Menkiti, C.O., Mair, R.J., 2001. Highway tunnel performance during the 1999 Duzce earthquake. In: Proc. 15th Int. Conf. Soil Mech. Geotech. Eng. 

  20. Pashangpishe, Y., 2004. Mechanism of Soil Deformation Due to Double Lenses Liquefaction and Critical Depth Determination. Msc thesis Submitted in Civil Eng. Faculty of Amirkabir Univ. of Technology, Iran. 

  21. Tunnels and Tunnelling International Schmidt 30 22 1998 US immersed tube retrofit 

  22. Earthquake Engineering and Structural Dynamics Stamos 24 917 1995 10.1002/eqe.4290240609 Dynamic analysis of large 3-D underground structures by BEM 

  23. Earthquake Spectra Wang 1 741 1985 10.1193/1.1585291 Distribution of earthquake damage to underground facilities during the 1976 Tang-shan earthquake 

  24. Soil Dynamics and Earthquake Engineering Wang 9 44 1990 10.1016/S0267-7261(09)90009-4 Dynamic responses of buried pipelines during a liquefaction process 

  25. Underground Space Technology Wang 16 133 2001 10.1016/S0886-7798(01)00047-5 Assessment of damage in mountain tunnels due to the Taiwan Chi-Chi Earthquake 

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