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Volumn 30, Issue 16, 2003, Pages 2065-2089

Effects of dynamic soil behavior and wave non-linearity on the wave-induced pore pressure and effective stresses in porous seabed

Author keywords

Dynamic soil behavior; Effective stresses; Non linear wave loading; Pore pressure

Indexed keywords

NUMERICAL METHODS; STRESS ANALYSIS; WAVE EFFECTS;

EID: 0141889648     PISSN: 00298018     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0029-8018(03)00070-2     Document Type: Article
Times cited : (129)

References (11)
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    • Biot M.A. General theory of three-dimensional consolidation Journal of Applied Physics 12 2 1941 155-164
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    • Biot, M.A.1
  • 2
    • 85201993439 scopus 로고
    • Theory of propagation of elastic waves in a fluid-saturated porous solid
    • Biot M.A. Theory of propagation of elastic waves in a fluid-saturated porous solid Journal of the Acoustical Society of America 12 1960 168-178
    • (1960) Journal of the Acoustical Society of America , vol.12 , pp. 168-178
    • Biot, M.A.1
  • 6
    • 0037040388 scopus 로고    scopus 로고
    • On waves propagating over poro-elastic seabed
    • Lee J.F. Lan Y.J. On waves propagating over poro-elastic seabed Ocean Engineering 29 2002 931-946
    • (2002) Ocean Engineering , vol.29 , pp. 931-946
    • Lee, J.F.1    Lan, Y.J.2
  • 7
    • 0018061237 scopus 로고
    • Wave-induced pore pressures and effective stresses in a porous bed
    • Madsen O.S. Wave-induced pore pressures and effective stresses in a porous bed Géotechnique 28 4 1978 377-393
    • (1978) Géotechnique , vol.28 , Issue.4 , pp. 377-393
    • Madsen, O.S.1
  • 8
    • 0022236926 scopus 로고
    • Wave-induced stress in unsaturated submarine sediments
    • Okusa O. Wave-induced stress in unsaturated submarine sediments Géotechnique 35 4 1985 517-532
    • (1985) Géotechnique , vol.35 , Issue.4 , pp. 517-532
    • Okusa, O.1
  • 11
    • 0019229736 scopus 로고
    • Drained, undrained, consolidating and dynamic behavior assumptions in soil
    • Zienkiewicz O.C. Chang C.T. Bettess P. Drained, undrained, consolidating and dynamic behavior assumptions in soil Gé otechnique 30 1980 385-395
    • (1980) Géotechnique , vol.30 , pp. 385-395
    • Zienkiewicz, O.C.1    Chang, C.T.2    Bettess, P.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.