메뉴 건너뛰기




Volumn 29, Issue 6, 2009, Pages 1059-1072

Numerical modelling of the transverse dynamic behaviour of circular tunnels in clayey soils

Author keywords

Clayey soils; Finite element analysis; Numerical modelling; Seismic behaviour of tunnel; Shallow tunnels

Indexed keywords

BENDING (DEFORMATION); CEMENTS; COMPUTER SIMULATION; EARTHQUAKES; ENGINEERING GEOLOGY; FINITE ELEMENT METHOD; GEOLOGIC MODELS; SOILS; TUNNELING (EXCAVATION);

EID: 61749084915     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2008.12.004     Document Type: Article
Times cited : (196)

References (36)
  • 2
    • 35548973479 scopus 로고    scopus 로고
    • Historical earthquake damage to tunnels in Japan and case studies of railway tunnels in the 2004 Niigataken-Chuetsu earthquake
    • Yashiro K., Kojima Y., and Shimizu M. Historical earthquake damage to tunnels in Japan and case studies of railway tunnels in the 2004 Niigataken-Chuetsu earthquake. Quarterly Report of Railway Technical Research Institute 48 3 (2007) 136-141
    • (2007) Quarterly Report of Railway Technical Research Institute , vol.48 , Issue.3 , pp. 136-141
    • Yashiro, K.1    Kojima, Y.2    Shimizu, M.3
  • 4
    • 0007526703 scopus 로고
    • Earthquake engineering of large underground structures
    • Report No. FHWA/RD-80/195. Federal Highway Administration and National Science Foundation
    • Owen GN, Scholl RE. Earthquake engineering of large underground structures. In: Report No. FHWA/RD-80/195. Federal Highway Administration and National Science Foundation, 1981.
    • (1981)
    • Owen, G.N.1    Scholl, R.E.2
  • 5
    • 34247172064 scopus 로고    scopus 로고
    • Dynamic response of a piecewise circular tunnel embedded in a poroelastic medium
    • Lu J.F., Jeng D.S., and Lee T.S. Dynamic response of a piecewise circular tunnel embedded in a poroelastic medium. Soil Dynamics and Earthquake Engineering 27 (2007) 875-891
    • (2007) Soil Dynamics and Earthquake Engineering , vol.27 , pp. 875-891
    • Lu, J.F.1    Jeng, D.S.2    Lee, T.S.3
  • 6
    • 38349082369 scopus 로고    scopus 로고
    • Dynamic response of an eccentrically lined circular tunnel in poroelastic soil under seismic excitation
    • Hasheminejad S.M., and Kazemirad S. Dynamic response of an eccentrically lined circular tunnel in poroelastic soil under seismic excitation. Soil Dynamics and Earthquake Engineering 28 (2008) 277-292
    • (2008) Soil Dynamics and Earthquake Engineering , vol.28 , pp. 277-292
    • Hasheminejad, S.M.1    Kazemirad, S.2
  • 7
    • 0019655571 scopus 로고
    • Wave-induced responses in a fluid-filled poro-elastic solid with a free-surface-a boundary layer theory
    • Mei C.C., and Foda M.A. Wave-induced responses in a fluid-filled poro-elastic solid with a free-surface-a boundary layer theory. Geophysical Journal of the Royal Astronomical Society 66 (1981) 597-631
    • (1981) Geophysical Journal of the Royal Astronomical Society , vol.66 , pp. 597-631
    • Mei, C.C.1    Foda, M.A.2
  • 8
    • 0021446440 scopus 로고
    • Scattering a simple harmonic waves by a circular cavity in a fluid-infiltrated poro-elastic medium
    • Mei C.C., Si B.I., and Cai D. Scattering a simple harmonic waves by a circular cavity in a fluid-infiltrated poro-elastic medium. Wave Motion 6 (1984) 265-278
    • (1984) Wave Motion , vol.6 , pp. 265-278
    • Mei, C.C.1    Si, B.I.2    Cai, D.3
  • 16
    • 11244276998 scopus 로고    scopus 로고
    • Numerical model verification and calibration of George Massey Tunnel using centrifuge models
    • Yang D., Naesgaard E., Byrne P.M., Adalier K., and Abdoun T. Numerical model verification and calibration of George Massey Tunnel using centrifuge models. Canadian Geotechnical Journal 41 (2004) 921-942
    • (2004) Canadian Geotechnical Journal , vol.41 , pp. 921-942
    • Yang, D.1    Naesgaard, E.2    Byrne, P.M.3    Adalier, K.4    Abdoun, T.5
  • 18
    • 0242297699 scopus 로고    scopus 로고
    • Numerical analysis of the seismic behaviour of tunnels constructed in liquefiable soils
    • Khoshnoudian F., and Shahrour I. Numerical analysis of the seismic behaviour of tunnels constructed in liquefiable soils. Soils and Foundations 42 6 (2002) 1-8
    • (2002) Soils and Foundations , vol.42 , Issue.6 , pp. 1-8
    • Khoshnoudian, F.1    Shahrour, I.2
  • 20
    • 0029416459 scopus 로고
    • Stiffness of fine-grained soils at very small strains
    • Viggiani G.M.B., and Atkinson H.J. Stiffness of fine-grained soils at very small strains. Géotechnique 45 2 (1995) 249-265
    • (1995) Géotechnique , vol.45 , Issue.2 , pp. 249-265
    • Viggiani, G.M.B.1    Atkinson, H.J.2
  • 21
    • 0012208741 scopus 로고    scopus 로고
    • EERA-a computer program for Equivalent-linear Earthquake site Response Analyses of layered soils deposits
    • Bardet JP, Ichii K, Lin CH. EERA-a computer program for Equivalent-linear Earthquake site Response Analyses of layered soils deposits. User Manual, 2000.
    • (2000) User Manual
    • Bardet, J.P.1    Ichii, K.2    Lin, C.H.3
  • 23
    • 20844444643 scopus 로고    scopus 로고
    • Ovaling deformations of circular tunnels under seismic loading, an update on seismic design and analysis of underground structures
    • Hashash Y.M.A., Park D., and Yao J.I.C. Ovaling deformations of circular tunnels under seismic loading, an update on seismic design and analysis of underground structures. Tunnelling and Underground Space Technology 20 (2005) 435-441
    • (2005) Tunnelling and Underground Space Technology , vol.20 , pp. 435-441
    • Hashash, Y.M.A.1    Park, D.2    Yao, J.I.C.3
  • 24
    • 61749095252 scopus 로고    scopus 로고
    • Plaxis 2D. Reference Manual, version 8, 2003.
    • Plaxis 2D. Reference Manual, version 8, 2003.
  • 25
    • 0345643551 scopus 로고
    • General theory of three-dimensional consolidation
    • Biot M.A. General theory of three-dimensional consolidation. Journal of Applied Physics 12 (1941) 155-164
    • (1941) Journal of Applied Physics , vol.12 , pp. 155-164
    • Biot, M.A.1
  • 26
    • 0022093082 scopus 로고
    • A unified set of single step algorithms. III. The beta-m method, a generalization of the Newmark scheme
    • Katona M.C., and Zienkiewicz O.C. A unified set of single step algorithms. III. The beta-m method, a generalization of the Newmark scheme. International Journal for Numerical Methods in Engineering 21 7 (1985) 1345-1359
    • (1985) International Journal for Numerical Methods in Engineering , vol.21 , Issue.7 , pp. 1345-1359
    • Katona, M.C.1    Zienkiewicz, O.C.2
  • 28
    • 0001437945 scopus 로고
    • Finite dynamic model for infinite media
    • Lysmer J., and Kuhlemeyer R.L. Finite dynamic model for infinite media. ASCE EM 90 (1969) 859-877
    • (1969) ASCE EM , vol.90 , pp. 859-877
    • Lysmer, J.1    Kuhlemeyer, R.L.2
  • 31
    • 0030461213 scopus 로고    scopus 로고
    • Influence of viscous damping in the dynamic analysis of an earth dam using simple constitutive models
    • Woodward P.K., and Griffiths D.V. Influence of viscous damping in the dynamic analysis of an earth dam using simple constitutive models. Computers and Geotechnics 19 3 (1996) 245-263
    • (1996) Computers and Geotechnics , vol.19 , Issue.3 , pp. 245-263
    • Woodward, P.K.1    Griffiths, D.V.2
  • 32
    • 61749086059 scopus 로고    scopus 로고
    • Modellazione numerica del comportamento dinamico di gallerie superficiali in terreni argillosi
    • Technical Report, p, Published on-line in
    • Amorosi A, Boldini D, Sasso M. Modellazione numerica del comportamento dinamico di gallerie superficiali in terreni argillosi. Technical Report, p. 490. Published on-line in 〈http://amsacta.cib.unibo.it/archive/00002392/〉, 2008.
    • (2008) , pp. 490
    • Amorosi, A.1    Boldini, D.2    Sasso, M.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.