메뉴 건너뛰기




Volumn 2, Issue 4, 2002, Pages 419-446

Kinematic hardening model for pipeline-soil interaction under various loading conditions

Author keywords

Kinematic hardening; Offshore pipelines; Pipeline soil interaction; Sand

Indexed keywords

HARDENING; KINEMATICS; OFFSHORE OIL WELL PRODUCTION; SAND; SOIL MECHANICS; SOILS;

EID: 34948899526     PISSN: 15323641     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1532-3641(2002)2:4(419)     Document Type: Article
Times cited : (53)

References (19)
  • 3
    • 0028483639 scopus 로고
    • A soil resistance model for pipelines placed on sandy soils
    • R.L.P. Verley and T. Sotberg, A soil resistance model for pipelines placed on sandy soils, J. OMAE, 116, 145-153, 1994.
    • (1994) J. OMAE , vol.116 , pp. 145-153
    • Verley, R.L.P.1    Sotberg, T.2
  • 4
    • 0001847461 scopus 로고
    • Pipeline on-bottom stability calculations: Comparison of two state-of-the-art methods and pipe-soil model verification, OTC 6761
    • J.R. Hale, W.F. Lammert, and D.W. Allen, Pipeline on-bottom stability calculations: Comparison of two state-of-the-art methods and pipe-soil model verification, OTC 6761, Proc. 23rd Annual OTC, 567-582, 1991.
    • (1991) Proc. 23rd Annual OTC , pp. 567-582
    • Hale, J.R.1    Lammert, W.F.2    Allen, D.W.3
  • 5
    • 0033237912 scopus 로고    scopus 로고
    • An elasto-plastic model for pipe-soil interaction of offshore pipelines in sand
    • J. Zhang, M.F. Randolph, and D.P. Stewart, An elasto-plastic model for pipe-soil interaction of offshore pipelines in sand, Proc. ISOPE'99, Brest, France, Vol. II, 185-192 (1999).
    • (1999) Proc. ISOPE'99, Brest, France , vol.2 , pp. 185-192
    • Zhang, J.1    Randolph, M.F.2    Stewart, D.P.3
  • 6
  • 7
    • 0024585178 scopus 로고
    • The effects of displacements on the stability of jack-up spud can foundations, OTC 6026
    • G.J.M. Schotman, The effects of displacements on the stability of jack-up spud can foundations, OTC 6026, Proc. 21st Annual OTC, 515-524, 1989.
    • (1989) Proc. 21st Annual OTC , pp. 515-524
    • Schotman, G.J.M.1
  • 8
    • 0025920573 scopus 로고
    • Settlements of shallow foundations on sand
    • R. Nova and L. Montrasio, Settlements of shallow foundations on sand, Geotechnique 41, No. 2, 243-256, 1991.
    • (1991) Geotechnique , vol.41 , Issue.2 , pp. 243-256
    • Nova, R.1    Montrasio, L.2
  • 10
    • 0031105142 scopus 로고    scopus 로고
    • Settlements of shallow foundations on sand: geometrical effects
    • L. Montrasio and R. Nova, Settlements of shallow foundations on sand: geometrical effects, Geotechnique 47, No. 1, 49-60, 1997.
    • (1997) Geotechnique , vol.47 , Issue.1 , pp. 49-60
    • Montrasio, L.1    Nova, R.2
  • 11
    • 84893657677 scopus 로고    scopus 로고
    • Drained behaviour of suction caisson foundations on very dense sand, OTC 10994, Houston, Texas
    • B.W. Byrne and G.T. Houlsby, Drained behaviour of suction caisson foundations on very dense sand, OTC 10994, Houston, Texas, 1999.
    • (1999)
    • Byrne, B.W.1    Houlsby, G.T.2
  • 12
    • 0018441326 scopus 로고
    • Application of an anisotropic hardening model in the analysis of elasto-plastic deformation of soils
    • Z. Mroz, V.A. Norris, and O.C. Zienkiewicz, Application of an anisotropic hardening model in the analysis of elasto-plastic deformation of soils, Geotechnique 29, No. 1, 1-34, 1979.
    • (1979) Geotechnique , vol.29 , Issue.1 , pp. 1-34
    • Mroz, Z.1    Norris, V.A.2    Zienkiewicz, O.C.3
  • 13
    • 0034100589 scopus 로고    scopus 로고
    • A kinematic hardening constitutive model for natural clays with loss of structure
    • M. Rouainia and D. Muir Wood, A kinematic hardening constitutive model for natural clays with loss of structure, Geotechnique 50, No. 2, 153-164, 2000
    • (2000) Geotechnique , vol.50 , Issue.2 , pp. 153-164
    • Rouainia, M.1    Muir Wood, D.2
  • 15
    • 0019728735 scopus 로고
    • An anisotropic, critical state model for soils subject to cyclic loading
    • Z. Mroz, V.A. Norris, and O.C. Zienkiewicz, An anisotropic, critical state model for soils subject to cyclic loading, Geotechnique 31, No. 4, 451-469, 1981.
    • (1981) Geotechnique , vol.31 , Issue.4 , pp. 451-469
    • Mroz, Z.1    Norris, V.A.2    Zienkiewicz, O.C.3
  • 16
    • 0033178947 scopus 로고    scopus 로고
    • Plastic response of circular footings on sand under general planar loading
    • G. Gottardi, G.T. Houlsby, and R. Butterfield, Plastic response of circular footings on sand under general planar loading, Geotechnique 49, No. 4, 453-469, 1999.
    • (1999) Geotechnique , vol.49 , Issue.4 , pp. 453-469
    • Gottardi, G.1    Houlsby, G.T.2    Butterfield, R.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.