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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)
  • Received : 2004.11.29
  • Accepted : 2005.11.30
  • Published : 2006.03.10

Abstract

Keywords

References

  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)

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