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Volumn 4, Issue , 2001, Pages 265-273

Numerical and centrifuge modelling of the upheaval resistance of buried pipelines

Author keywords

Capacity; Displacement; Drained; Pipe uplift

Indexed keywords

SOIL DISPLACEMENT MECHANISMS; SOIL RESISTANCE;

EID: 0344308952     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (43)

References (15)
  • 3
    • 0028449345 scopus 로고
    • Uplift Resistance of Buried Pipelines in Sand
    • Dickin, E.A. (1994) Uplift Resistance of Buried Pipelines in Sand. Soils and Foundations, Vol.34, No.2, p 41-48.
    • (1994) Soils and Foundations , vol.34 , Issue.2 , pp. 41-48
    • Dickin, E.A.1
  • 5
    • 0002388892 scopus 로고
    • Zur berechnung von zugfundamenten
    • Majer, J. (1955) Zur berechnung von zugfundamenten. Osterreichister Bauzeitschift, 10, 5, p. 85-90.
    • (1955) Osterreichister Bauzeitschift , vol.10 , Issue.5 , pp. 85-90
    • Majer, J.1
  • 6
    • 58149363774 scopus 로고
    • An Investigation into Upheaval Buckling of Buried Pipelines-I. Experimental Apparatus and Some Observations
    • Maltby, T.C. & Calladine, C.R. (1995) An Investigation into Upheaval Buckling of Buried Pipelines-I. Experimental Apparatus and Some Observations. Int. J. Mech. Sci., Vol.37, No.9, p 943-963.
    • (1995) Int. J. Mech. Sci. , vol.37 , Issue.9 , pp. 943-963
    • Maltby, T.C.1    Calladine, C.R.2
  • 7
    • 0020704129 scopus 로고
    • Prediction of vertical earth loads on rigid pipes
    • Matyas, E.L. and Davis, J.B. (1983) Prediction of vertical earth loads on rigid pipes. J. Geo. Eng. Div., ASCE, 109, GT2, p. 190-201.
    • (1983) J. Geo. Eng. Div., ASCE , vol.109 GT2 , pp. 190-201
    • Matyas, E.L.1    Davis, J.B.2
  • 8
    • 0345254026 scopus 로고    scopus 로고
    • Stability of plate anchors in undrained clay
    • University of Newcastle, Australia
    • Merifield, R., Sloan, S. and Yu, H. (1999) Stability of plate anchors in undrained clay. Internal report No 174.02.1999, University of Newcastle, Australia.
    • (1999) Internal Report No 174.02.1999
    • Merifield, R.1    Sloan, S.2    Yu, H.3
  • 10
    • 0345685584 scopus 로고
    • Uplift Resistance of Buried Pipelines in Granular Materials
    • Ng, C.W.W. & Springman, S.M. (1994) Uplift Resistance of Buried Pipelines in Granular Materials. Centrifuge 94, Leung, Lee& Tan (eds), p 753-758.
    • (1994) Centrifuge 94, Leung, Lee& Tan , pp. 753-758
    • Ng, C.W.W.1    Springman, S.M.2
  • 12
    • 0020100104 scopus 로고
    • The behaviour of anchor plates in clay
    • Rowe, R.K. & Davis, E.H. (1982). The behaviour of anchor plates in clay. Geotechnique, 32, 1, p. 9-23.
    • (1982) Geotechnique , vol.32 , Issue.1 , pp. 9-23
    • Rowe, R.K.1    Davis, E.H.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.