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Volumn 2, Issue , 2010, Pages 996-1010

Elastic solutions for consolidation around seabed pipelines

Author keywords

[No Author keywords available]

Indexed keywords

AXIAL DIRECTION; BIOT CONSOLIDATION; DESIGN TOOL; DRIVEN PILE; EFFECTIVE STRESS; ELASTIC MATERIALS; ELASTIC SOLUTIONS; FIELD DATA; FINE GRAINED SOIL; LATERAL BUCKLING; NUMERICAL STUDIES; PIPE WALLS; PIPE-SOIL INTERFACE; PIPELINE DESIGN; ROUTE CURVE; SIMILAR SOLUTION;

EID: 79955803862     PISSN: 01603663     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (33)

References (28)
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  • 5
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  • 6
    • 0000199081 scopus 로고
    • A comparison of the three dimensional consolidation theories of Biot and Terzaghi
    • Cryer, C.W. (1963) A comparison of the three dimensional consolidation theories of Biot and Terzaghi. Quarterly Journal of Mechanics and Applied Mathematics, 16, 401-412.
    • (1963) Quarterly Journal of Mechanics and Applied Mathematics , vol.16 , pp. 401-412
    • Cryer, C.W.1
  • 7
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    • Dassault Systèmes Simula Corp. Providence, RI, USA
    • Dassault Systèmes (2009) Abaqus analysis users' manual, Simula Corp. Providence, RI, USA.
    • (2009) Abaqus Analysis Users' Manual
  • 9
    • 44649152309 scopus 로고    scopus 로고
    • Mechanisms of pipe embedment and lateral breakout on soft clay
    • DOI 10.1139/T08-009
    • Dingle H.R.C., White D.J., and Gaudin C. (2008) Mechanisms of pipe embedment and lateral breakout on soft clay. Canadian Geotechnical Journal, 45(5):636-652 (Pubitemid 351787249)
    • (2008) Canadian Geotechnical Journal , vol.45 , Issue.5 , pp. 636-652
    • Dingle, H.R.C.1    White, D.J.2    Gaudin, C.3
  • 10
    • 85058839466 scopus 로고
    • Initial development of a general effective stress method for the prediction of axial capacity for driven piles in clay
    • Esrig, M.I., Kirby, R.C., Bea, R.G. and Murphy B.S (1977) Initial development of a general effective stress method for the prediction of axial capacity for driven piles in clay. Proc., Offshore Technology Conference, Houston, USA, 3, 495-506.
    • (1977) Proc., Offshore Technology Conference, Houston, USA , vol.3 , pp. 495-506
    • Esrig, M.I.1    Kirby, R.C.2    Bea, R.G.3    Murphy, B.S.4
  • 12
    • 79955799718 scopus 로고    scopus 로고
    • Consolidation beneath skirted foundations due to sustained loading
    • Gourvenec, S. and Randolph, M.F. (2010) Consolidation beneath skirted foundations due to sustained loading. Int. J. Geomechanics. February, Vol. 10 No. 1.
    • (2010) Int. J. Geomechanics. February , vol.10 , Issue.1
    • Gourvenec, S.1    Randolph, M.F.2
  • 15
    • 0020207327 scopus 로고
    • Effective stress capacity model for piles in clay
    • Kraft, L.M. (1982) Effective stress capacity model for piles in clay. J. Geotech. Eng. Div., ASCE. 108 (GT11), 1387-1404.
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    • Kraft, L.M.1
  • 16
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    • Consolidation around partially embedded pipelines
    • in press
    • Krost, K., Gourvenec, S. and White, D.J. (2010) Consolidation around partially embedded pipelines. Géotechnique. in press.
    • (2010) Géotechnique
    • Krost, K.1    Gourvenec, S.2    White, D.J.3
  • 20
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    • Science and empiricism in pile foundation design
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  • 26
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    • Verley, R.L.P.1    Sotberg, T.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.