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Application of force-resultant models to the analysis of offshore pipelines

  • Cassidy, Mark Jason (Centre for Offshore Foundation Systems, The University of Western Australia)
  • 투고 : 2004.11.29
  • 심사 : 2005.11.30
  • 발행 : 2006.03.10

초록

키워드

참고문헌

  1. Hibbit, Karlsson and Sorensen Inc (HKS) (1998), ABAQUS/Standard Theory Manual version 5.8
  2. Houlsby, G.T. and Cassidy, M.J. (2002), 'A plasticity model for the behaviour of footings on sand under combined loading', Geotechnique, 52(2), 117-129 https://doi.org/10.1680/geot.52.2.117.40922
  3. Zhang, J. (2001), 'Geotechnical stability of offshore pipelines in calcareous sand', PhD Thesis, University of Western Australia
  4. Zhang, J., Stewart, D.P. and Randolph, M.F. (1999), 'An elasto-plastic model or pipe-soil interaction of unburied pipelines in calcareous sands', Proc. 9th Int. Offshore and Polar Engng Conf., Brest, France, 2, 185-192
  5. Zhang, J., Stewart, D.P. and Randolph, M.F. (2002), 'Modelling of shallowly embedded offshore pipelines in calcareous sand', J. Geotech. Geoenviron. Eng., ASCE, 128(5), 363-371 https://doi.org/10.1061/(ASCE)1090-0241(2002)128:5(363)

피인용 문헌

  1. Numerical modeling of coupled structural and hydraulic interactions in tunnel linings vol.29, pp.1, 2008, https://doi.org/10.12989/sem.2008.29.1.001
  2. Numerical analysis of an experimental pipe buried in swelling soil vol.38, pp.7, 2011, https://doi.org/10.1016/j.compgeo.2011.06.005
  3. Incorporating uplift in the analysis of shallowly embedded pipelines vol.40, pp.1, 2011, https://doi.org/10.12989/sem.2011.40.1.029