메뉴 건너뛰기




Volumn 3, Issue , 2004, Pages 2142-2154

Shear strength along inside of suction anchor skirt wall in clay

Author keywords

[No Author keywords available]

Indexed keywords

OFFSHORE OIL WELL PRODUCTION;

EID: 84897007602     PISSN: 01603663     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.4043/16844-ms     Document Type: Conference Paper
Times cited : (73)

References (21)
  • 1
    • 0033293949 scopus 로고    scopus 로고
    • Foundation design of skirted foundations and anchors in clay
    • Paper 10824, Houston
    • Andersen, K.H. and Jostad, H.P. "Foundation design of skirted foundations and anchors in clay". OTC, Proc., Paper 10824, Houston, 1999.
    • (1999) OTC, Proc.
    • Andersen, K.H.1    Jostad, H.P.2
  • 5
    • 84897009895 scopus 로고
    • Axial Capacity of Offshore Piles in Clay
    • Paper 6245. Houston
    • Karlsrud, K. and Nadim, F. "Axial Capacity of Offshore Piles in Clay". 22nd OTC. Proc., Paper 6245. Houston 1990.
    • (1990) 22nd OTC. Proc.
    • Karlsrud, K.1    Nadim, F.2
  • 10
    • 0030313994 scopus 로고    scopus 로고
    • Design and installation of suction anchor piles at a soft clay site in the Gulf of Guinea
    • Paper 8150, Houston
    • Colliat, J-L., Boissard P., Gramet J-C. and P. Sparrevik "Design and installation of suction anchor piles at a soft clay site in the Gulf of Guinea". 28th OTC. Proc., Paper 8150, Houston, 1996
    • (1996) 28th OTC. Proc.
    • Colliat, J.-L.1    Boissard, P.2    Gramet, J.-C.3    Sparrevik, P.4
  • 11
    • 11244265901 scopus 로고    scopus 로고
    • Effect of skirt tip geometry on set-up outside suction anchors in soft clay
    • Paper 51564. Vancouver
    • Andersen K.H., Andresen L., Jostad H.P. and Clukey E.C. "Effect of skirt tip geometry on set-up outside suction anchors in soft clay". OMAE2004. Proc. Paper 51564. Vancouver, 2004.
    • (2004) OMAE2004. Proc.
    • Andersen, K.H.1    Andresen, L.2    Jostad, H.P.3    Clukey, E.C.4
  • 14
    • 4844223425 scopus 로고    scopus 로고
    • A New Design Procedure for Driven Piles and Its Application to Two Japanese Clays
    • Jardine, R.J., Chow F.C., Matsumoto T. and Lehane B.M. (1998) "A New Design Procedure for Driven Piles and Its Application to Two Japanese Clays". Soils & Found., Vol. 38, No.1, 1998.
    • (1998) Soils & Found. , vol.38 , Issue.1 , pp. 1998
    • Jardine, R.J.1    Chow, F.C.2    Matsumoto, T.3    Lehane, B.M.4
  • 17
    • 84956977121 scopus 로고    scopus 로고
    • Suction anchors: Some critical aspects for their design and installation in clayey soils
    • Paper 15376, Houston
    • Dendani H. "Suction anchors: Some critical aspects for their design and installation in clayey soils". OTC, Proc., Paper 15376, Houston, 2003.
    • (2003) OTC, Proc.
    • Dendani, H.1
  • 19
    • 0024012096 scopus 로고
    • Cyclic Soil Data for Design of Gravity Structures
    • May
    • Andersen K.H., Kleven A. and Heien D. "Cyclic Soil Data for Design of Gravity Structures". ASCE, J. of Geotech. Eng., Vol.114, No GT5, 517-539, May 1988.
    • (1988) ASCE, J. Of Geotech. Eng. , vol.114 , Issue.GT5 , pp. 517-539
    • Andersen, K.H.1    Kleven, A.2    Heien, D.3
  • 20
    • 0002801924 scopus 로고
    • Fundamental Aspects of Thixotropy in Soils
    • June
    • Mitchell J.K. "Fundamental Aspects of Thixotropy in Soils". ASCE J. of Geotech. Eng., Vol. 86, No. SM3, June 1960.
    • (1960) ASCE J. Of Geotech. Eng. , vol.86 , Issue.SM3
    • Mitchell, J.K.1
  • 21
    • 85024182906 scopus 로고
    • The Sensitivity of Clays
    • Skempton A.W. and Northey R.D. "The Sensitivity of Clays. Geotechnique, Vol. 3, No. 1, p. 30-53, 1952.
    • (1952) Geotechnique , vol.3 , Issue.1 , pp. 30-53
    • Skempton, A.W.1    Northey, R.D.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.