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Volumn 3, Issue , 2005, Pages 1801-1804

Pipeline uplift mechanisms using finite element analysis

Author keywords

[No Author keywords available]

Indexed keywords

FINITE ELEMENT; FINITE ELEMENT SOFTWARE; LOOSE SANDS; NEGATIVE VALUES; RELATIVE DENSITY; SOIL BEHAVIOUR; STRAIN SOFTENING BEHAVIOUR; TEST DATA; UNDRAINED TRIAXIAL TEST; UPLIFT DISPLACEMENT;

EID: 38349154729     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (33)

References (11)
  • 2
    • 0022674149 scopus 로고
    • The strength and dilatancy of sands
    • Bolton, M.D. (1986), The strength and dilatancy of sands, Geotechnique, Vol. 36, No. 1, pp. 65-78
    • (1986) Geotechnique , vol.36 , Issue.1 , pp. 65-78
    • Bolton, M.D.1
  • 3
    • 0021128335 scopus 로고
    • In-service buckling of heated pipeline
    • March 1984
    • Hobbs, R.E., 1984, In-Service Buckling of Heated Pipeline, Journal of Transportation Engineering, V.110, N.2, March 1984, pp. 175-189.
    • (1984) Journal of Transportation Engineering , vol.110 , Issue.2 , pp. 175-189
    • Hobbs, R.E.1
  • 7
    • 0020102509 scopus 로고
    • The behaviour of anchor plates in sand
    • Rowe, R.K. and Davis, E.H. (1982), The behaviour of anchor plates in sand, Geotechnique, Vol. 32, No. 1, pp. 25-41
    • (1982) Geotechnique , vol.32 , Issue.1 , pp. 25-41
    • Rowe, R.K.1    Davis, E.H.2
  • 8
    • 85044664007 scopus 로고
    • Soil response for pipeline upheaval buckling analyses: Full-scale laboratory tests and modelling
    • Schaminee, P.E.L., Zorn, N.F. and Schotman, G.J.M (1990), Soil response for pipeline upheaval buckling analyses: full-scale laboratory tests and modelling, Offshore Technology Conference, No. 6486, pp. 563-572
    • (1990) Offshore Technology Conference , Issue.6486 , pp. 563-572
    • Schaminee, P.E.L.1    Zorn, N.F.2    Schotman, G.J.M.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.