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Volumn 7, Issue , 2009, Pages 1-7

Set-up of large diameter driven pipe piles in deepwater normally consolidated high plasticity clays

Author keywords

[No Author keywords available]

Indexed keywords

DEEPWATER; ENERGY INFORMATION; GULF OF MEXICO; HIGH PLASTICITY; HINDCASTS; LARGE DIAMETER; MOORING LINE; PILE CAPACITY; PLASTIC CLAY; SET-UP TIME; SOIL RESISTANCE; TRIAL-AND-ERROR METHOD; WAITING-TIME; WAVE EQUATION ANALYSIS; WEST AFRICA;

EID: 77953759158     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1115/OMAE2009-79012     Document Type: Conference Paper
Times cited : (14)

References (13)
  • 3
    • 84906826429 scopus 로고
    • Report No. R84-14, Constructed Facilities Division, Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, Massachusetts
    • Azzouz, A. S. and Baligh, M. M., Behavior of Friction Pile in Plastic Empire Clay, Vol.2, Report No. R84-14, Constructed Facilities Division, Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, Massachusetts, 1984.
    • (1984) Behavior of Friction Pile in Plastic Empire Clay , vol.2
    • Azzouz, A.S.1    Baligh, M.M.2
  • 7
    • 77953767600 scopus 로고    scopus 로고
    • Personal Communications, October
    • Doyle, E.H., Personal Communications, October, 2008.
    • (2008)
    • Doyle, E.H.1
  • 9
    • 77953783887 scopus 로고    scopus 로고
    • GRL & Associates, Inc., Windows Edition, Cleveland, Ohio
    • GRL & Associates, Inc., GRLWEAP wave equation computer program, 2005 Windows Edition, Cleveland, Ohio.
    • (2005) GRLWEAP Wave Equation Computer Program
  • 11
    • 85016564600 scopus 로고
    • Consolidation Theory Applied to Foundation Pile Time Effects
    • March
    • Soderberg, L. O., "Consolidation Theory Applied to Foundation Pile Time Effects," Geotechnique, Vol. 12, No.3, pp. 217-225, March 1962.
    • (1962) Geotechnique , vol.12 , Issue.3 , pp. 217-225
    • Soderberg, L.O.1
  • 13
    • 12944319246 scopus 로고
    • Final Report Phase III, Constructed Facilities Division, Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, Massachusetts
    • Whittle, A. J., and Baligh, M. N., "The behavior of Piles Supporting Tension Leg Platforms," Final Report Phase III, Constructed Facilities Division, Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, Massachusetts, 1988.
    • (1988) The Behavior of Piles Supporting Tension Leg Platforms
    • Whittle, A.J.1    Baligh, M.N.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.