메뉴 건너뛰기




Volumn 24, Issue 10, 1997, Pages 887-917

Wave-induced seabed instability in front of a breakwater

Author keywords

[No Author keywords available]

Indexed keywords

BREAKWATERS; MECHANICAL PERMEABILITY; PORE PRESSURE; POROUS MATERIALS; SATURATION (MATERIALS COMPOSITION); SOIL MECHANICS; STRESS CONCENTRATION; UNDERWATER SOILS;

EID: 0031279449     PISSN: 00298018     EISSN: None     Source Type: Journal    
DOI: 10.1016/s0029-8018(96)00046-7     Document Type: Article
Times cited : (138)

References (34)
  • 1
    • 0345643551 scopus 로고
    • General theory of three-dimensional consolidation
    • Biot, M. A. (1941) General theory of three-dimensional consolidation. Journal of Applied Physics 12, 155-164.
    • (1941) Journal of Applied Physics , vol.12 , pp. 155-164
    • Biot, M.A.1
  • 2
    • 0001643047 scopus 로고
    • Geotechnical problem involved in foundations of structures in the North Sea
    • Bjerrum, J. (1973) Geotechnical problem involved in foundations of structures in the North Sea. Géotechnique 23, 319-358.
    • (1973) Géotechnique , vol.23 , pp. 319-358
    • Bjerrum, J.1
  • 3
    • 0001885322 scopus 로고
    • A simplified finite element analysis of wave-induced effective stress and pore pressures in permeable sea beds
    • Gatmiri, B. (1990) A simplified finite element analysis of wave-induced effective stress and pore pressures in permeable sea beds. Géotechnique 40, 15-30.
    • (1990) Géotechnique , vol.40 , pp. 15-30
    • Gatmiri, B.1
  • 4
    • 0022864327 scopus 로고
    • Some theoretical observations on conical failure criteria in principal stress space
    • Griffiths, D. V. (1986) Some theoretical observations on conical failure criteria in principal stress space. International Journal of Solids and Structures 22, 553-565.
    • (1986) International Journal of Solids and Structures , vol.22 , pp. 553-565
    • Griffiths, D.V.1
  • 5
    • 0025447906 scopus 로고
    • Failure criteria interpretation based on Mohr-Coulomb friction
    • Griffiths, D. V. (1990) Failure criteria interpretation based on Mohr-Coulomb friction. Journal of Geotechnical Engineering, A.S.C.E. 116, 986-999.
    • (1990) Journal of Geotechnical Engineering, A.S.C.E. , vol.116 , pp. 986-999
    • Griffiths, D.V.1
  • 7
    • 0019033316 scopus 로고
    • Boundary-layer velocities and mass transport in short-crested waves
    • Hsu, J. R. C., Silvester, R. and Tsuchiya, Y. (1980) Boundary-layer velocities and mass transport in short-crested waves. Journal of Fluid Mechanics 99, 321-342.
    • (1980) Journal of Fluid Mechanics , vol.99 , pp. 321-342
    • Hsu, J.R.C.1    Silvester, R.2    Tsuchiya, Y.3
  • 11
    • 0029700104 scopus 로고    scopus 로고
    • Wave-induced liquefaction potential in a cross-anisotropic seabed
    • Jeng, D. S. (1996) Wave-induced liquefaction potential in a cross-anisotropic seabed. The Journal of the Chinese Institute of Engineers 19, 59-70.
    • (1996) The Journal of the Chinese Institute of Engineers , vol.19 , pp. 59-70
    • Jeng, D.S.1
  • 13
    • 0030239395 scopus 로고    scopus 로고
    • Wave-induced soil response in a nearly saturated seabed of finite thickness
    • Jeng, D. S. and Hsu, J. R. C. (1996) Wave-induced soil response in a nearly saturated seabed of finite thickness. Géotechnique. 46(3), 427-440.
    • (1996) Géotechnique , vol.46 , Issue.3 , pp. 427-440
    • Jeng, D.S.1    Hsu, J.R.C.2
  • 14
    • 0030184276 scopus 로고    scopus 로고
    • Finite element modelling for water waves-soil interaction
    • Jeng, D. S. and Lin, Y. S. (1996) Finite element modelling for water waves-soil interaction. Soil Dynamics and Earthquake Engineering. 15(5), 283-300.
    • (1996) Soil Dynamics and Earthquake Engineering , vol.15 , Issue.5 , pp. 283-300
    • Jeng, D.S.1    Lin, Y.S.2
  • 19
    • 0021820157 scopus 로고
    • Evaluation of wave-induced pore pressure in sand layer by wave steepness
    • Maeno, Y. H. and Hasegawa, T. (1985) Evaluation of wave-induced pore pressure in sand layer by wave steepness. Coastal Engineering in Japan 28, 31-44.
    • (1985) Coastal Engineering in Japan , vol.28 , pp. 31-44
    • Maeno, Y.H.1    Hasegawa, T.2
  • 20
    • 0019655571 scopus 로고
    • Wave-induced response in a fluid-filled poro-elastic solid with a free surface -a boundary layer theory
    • Mei, C. C. and Foda, M. A. (1981) Wave-induced response in a fluid-filled poro-elastic solid with a free surface -a boundary layer theory. Geophysics Journal of the Royal Astronomy Society 66, 597-631.
    • (1981) Geophysics Journal of the Royal Astronomy Society , vol.66 , pp. 597-631
    • Mei, C.C.1    Foda, M.A.2
  • 22
    • 0022236926 scopus 로고
    • Wave-induced stress in unsaturated submarine sediments
    • Okusa, S. (1985) Wave-induced stress in unsaturated submarine sediments. Géotechnique 35, 517-532.
    • (1985) Géotechnique , vol.35 , pp. 517-532
    • Okusa, S.1
  • 23
    • 84981750319 scopus 로고
    • Loss of wave energy due to percolation in a permeable sea bottom
    • Putnam, J. A. (1949) Loss of wave energy due to percolation in a permeable sea bottom. Transactions of the American Geophysical Union 30, 349-356.
    • (1949) Transactions of the American Geophysical Union , vol.30 , pp. 349-356
    • Putnam, J.A.1
  • 24
    • 0026360454 scopus 로고
    • Wave-induced instability of seabed: Mechanism and conditions
    • Rahman, M. S. (1991) Wave-induced instability of seabed: mechanism and conditions. Marine Geotechnology 10, 277-299.
    • (1991) Marine Geotechnology , vol.10 , pp. 277-299
    • Rahman, M.S.1
  • 25
    • 0029676225 scopus 로고    scopus 로고
    • Transient soil response in a porous seabed with variable permeability
    • Seymour, B. R., Jeng, D. S. and Hsu, J. R. C. (1996) Transient soil response in a porous seabed with variable permeability. Ocean Engineering 23, 27-46.
    • (1996) Ocean Engineering , vol.23 , pp. 27-46
    • Seymour, B.R.1    Jeng, D.S.2    Hsu, J.R.C.3
  • 28
    • 0028976316 scopus 로고
    • A finite element model for the analysis of wave induced stresses, displacements and pore pressures in an unsaturated seabed II: Model verification
    • Thomas, S. D. (1995) A finite element model for the analysis of wave induced stresses, displacements and pore pressures in an unsaturated seabed II: model verification. Computers and Geotechnics 17, 107-132.
    • (1995) Computers and Geotechnics , vol.17 , pp. 107-132
    • Thomas, S.D.1
  • 29
    • 0028792867 scopus 로고
    • Wave-induced liquefaction potential in a porous seabed in front of a breakwater
    • Tsai, C. P. (1995) Wave-induced liquefaction potential in a porous seabed in front of a breakwater. Ocean Engineering 22, 1-18.
    • (1995) Ocean Engineering , vol.22 , pp. 1-18
    • Tsai, C.P.1
  • 30
    • 0028885454 scopus 로고
    • Standing wave induced pore pressure in a porous seabed
    • Tsai, C. P. and Lee, T. L. (1995) Standing wave induced pore pressure in a porous seabed. Ocean Engineering 22, 505-517.
    • (1995) Ocean Engineering , vol.22 , pp. 505-517
    • Tsai, C.P.1    Lee, T.L.2
  • 32
    • 0002172826 scopus 로고
    • Elastic storage of aquifers
    • Chap. 8, ed. R. J. M. De Wiest, Chap. 8, Academic Press, New York
    • Verruijt, A. (1969) Elastic storage of aquifers. In Flow Through Porous Media, Chap. 8, ed. R. J. M. De Wiest, Chap. 8, pp. 331-376. Academic Press, New York.
    • (1969) Flow Through Porous Media , pp. 331-376
    • Verruijt, A.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.