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Volumn 21, Issue 4, 2001, Pages 339-364

Dynamic pressures on rigid cantilever walls retaining poroelastic soil media. Part II. Second method of solution1

Author keywords

Boundary layer correction; Dynamic pressure; Outer approximation

Indexed keywords

BOUNDARY LAYERS; ELASTICITY; FREQUENCY DOMAIN ANALYSIS; MASS TRANSFER; POROSITY; PRESSURE EFFECTS; RIGIDITY; SOIL STRUCTURE INTERACTIONS; STRAIN RATE; STRUCTURAL ANALYSIS;

EID: 0342902614     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(01)00010-0     Document Type: Article
Times cited : (23)

References (9)
  • 1
    • 0342902615 scopus 로고    scopus 로고
    • Dynamic pressures on rigid cantilever walls retaining poroelastic soil media. Part I: first method of solution
    • Theodorakopoulos DD, Chassiakos AP, Beskos DE. Dynamic pressures on rigid cantilever walls retaining poroelastic soil media. Part I: first method of solution. Soil Dynamics and Earthquake Engineering 2001;21:315-338.
    • (2001) Soil Dynamics and Earthquake Engineering , vol.21 , pp. 315-338
    • Theodorakopoulos, D.D.1    Chassiakos, A.P.2    Beskos, D.E.3
  • 2
    • 0019655571 scopus 로고
    • Wave-induced responses in a fluid-filled poro-elastic solid with a free surface - A boundary layer theory
    • Mei C.C., 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
  • 3
    • 0003274801 scopus 로고
    • Theory of propagation of elastic waves in a fluid-saturated porous solid. Part I: Low-frequency range; Part II: Higher-frequency range
    • Biot M.A. Theory of propagation of elastic waves in a fluid-saturated porous solid. Part I: low-frequency range; Part II: higher-frequency range. Journal of the Acoustical Society of America. 28:1956;168-191.
    • (1956) Journal of the Acoustical Society of America , vol.28 , pp. 168-191
    • Biot, M.A.1
  • 4
    • 0141611604 scopus 로고
    • A boundary layer theory for Rayleigh waves in a porous fluid-filled half space
    • Foda M.A., Mei C.C. A boundary layer theory for Rayleigh waves in a porous fluid-filled half space. Soil Dynamics and Earthquake Engineering. 2:1983;62-65.
    • (1983) Soil Dynamics and Earthquake Engineering , vol.2 , pp. 62-65
    • Foda, M.A.1    Mei, C.C.2
  • 5
    • 0021446440 scopus 로고
    • Scattering of simple harmonic waves by a circular cavity in a fluid-infiltrated poroelastic medium
    • Mei C.C., Si B.I., Cai D. Scattering of simple harmonic waves by a circular cavity in a fluid-infiltrated poroelastic 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
  • 6
    • 1342278396 scopus 로고    scopus 로고
    • Effects of poroelastic saturated soil on the seismic response of tunnels
    • In: Bisch P, Labb Pé, and Pecker A, editors. Paris, Rotterdam: A.A. Balkema, (abstract), CD Rom (full)
    • Kattis SE, Karabalis DL, Beskos DE. Effects of poroelastic saturated soil on the seismic response of tunnels. In: Bisch P, Labb Pé, and Pecker A, editors. Proceedings of 11th European Conference on Earthquake Engineering, Paris, 1998. Rotterdam: A.A. Balkema, 998, (abstract), CD Rom (full).
    • (1998) Proceedings of 11th European Conference on Earthquake Engineering , vol.998
    • Kattis, S.E.1    Karabalis, D.L.2    Beskos, D.E.3
  • 7
    • 0342902274 scopus 로고    scopus 로고
    • Seismic response analysis of lined tunnels in poroelastic soil medium
    • G. Oliveto, & C.A. Brebbia. Southampton: WIT Press
    • Kattis S.E., Karveli K., Karabalis D.L., Beskos D.E. Seismic response analysis of lined tunnels in poroelastic soil medium. Oliveto G., Brebbia C.A. Earthquake resistant engineering structures II. 1999;615-624 WIT Press, Southampton.
    • (1999) Earthquake Resistant Engineering Structures II , pp. 615-624
    • Kattis, S.E.1    Karveli, K.2    Karabalis, D.L.3    Beskos, D.E.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.