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Volumn , Issue , 2005, Pages 1013-1018

Modelling the effects of structure in deep-ocean sediments

Author keywords

[No Author keywords available]

Indexed keywords

OCEANOGRAPHY; OFFSHORE OIL WELL PRODUCTION;

EID: 84857494168     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1201/noe0415390637.ch122     Document Type: Conference Paper
Times cited : (2)

References (13)
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    • A constitutive model for structured clays
    • Baudet, B.A. & Stallebrass, S.E. 2004. A constitutive model for structured clays. Géotechnique 54(4): 269-278
    • (2004) Géotechnique , vol.54 , Issue.4 , pp. 269-278
    • Baudet, B.A.1    Stallebrass, S.E.2
  • 2
    • 11244335703 scopus 로고    scopus 로고
    • On the behaviour of deep-ocean sediments
    • Baudet, B.A. & Ho, E.W.L. 2004. On the behaviour of deep-ocean sediments. Géotechnique 54(9): 571-580
    • (2004) Géotechnique , vol.54 , Issue.9 , pp. 571-580
    • Baudet, B.A.1    Ho, E.W.L.2
  • 3
    • 0016623432 scopus 로고
    • A hydraulic triaxial apparatus for controlled stress path testing
    • Bishop, A.W. & Wesley, L.D. 1975. A hydraulic triaxial apparatus for controlled stress path testing. Géotechnique 25(4): 657-670
    • (1975) Géotechnique , vol.25 , Issue.4 , pp. 657-670
    • Bishop, A.W.1    Wesley, L.D.2
  • 4
    • 0025645141 scopus 로고
    • On the compressibility and shear strength of natural clays
    • Burland, J.B. 1990. On the compressibility and shear strength of natural clays. Géotechnique 40(3): 329-378
    • (1990) Géotechnique , vol.40 , Issue.3 , pp. 329-378
    • Burland, J.B.1
  • 6
    • 0034253675 scopus 로고    scopus 로고
    • A general framework for the mechanical behaviour of clays
    • Cotecchia, F. & Chandler, R.J. 2000. A general framework for the mechanical behaviour of clays. Géotechnique 50(4): 431-447
    • (2000) Géotechnique , vol.50 , Issue.4 , pp. 431-447
    • Cotecchia, F.1    Chandler, R.J.2
  • 9
    • 0029415875 scopus 로고
    • An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression
    • Lagioia, R. & Nova, R. 1995. An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression. Géotechnique 45(4): 633-648
    • (1995) Géotechnique , vol.45 , Issue.4 , pp. 633-648
    • Lagioia, R.1    Nova, R.2
  • 10
    • 0033081170 scopus 로고    scopus 로고
    • A method of reconstituting an aragonite soil using a synthetic flocculant
    • Mao, X. & Fahey, M. 1999. A method of reconstituting an aragonite soil using a synthetic flocculant. Géotechnique 49(1): 15-32
    • (1999) Géotechnique , vol.49 , Issue.1 , pp. 15-32
    • Mao, X.1    Fahey, M.2
  • 12
    • 0036900491 scopus 로고    scopus 로고
    • Sampling disturbance effects in normally consolidated clays
    • Santagata, M.C. & Germaine, J.T. 2002. Sampling disturbance effects in normally consolidated clays. J. Geotech. Geoenv. Engng., A.S.C.E. 128(12): 997-1006
    • (2002) J. Geotech. Geoenv. Engng., A.S.C.E. , vol.128 , Issue.12 , pp. 997-1006
    • Santagata, M.C.1    Germaine, J.T.2
  • 13
    • 2542501880 scopus 로고
    • Ends and means in soil mechanics
    • Terzaghi, K. 1944. Ends and means in soil mechanics. Engng J. 27: 608
    • (1944) Engng J. , vol.27 , pp. 608
    • Terzaghi, K.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.