C.M. Martin - Publications

Last updated 6 June 2008

Theses

  1. Martin, C.M. (1989). An expert system for lateral buckling design. Honours thesis, University of Sydney.
  2. Martin, C.M. (1994). Physical and numerical modelling of offshore foundations under combined loads. DPhil thesis, University of Oxford.

Journal papers

  1. Martin, C.M. & Houlsby, G.T. (2000). Combined loading of spudcan foundations on clay: laboratory tests. Géotechnique, Vol. 50, No. 4, pp 325-337.
  2. Randolph, M.F., Martin, C.M. & Hu, Y. (2000). Limiting resistance of a spherical penetrometer in cohesive material. Géotechnique, Vol. 50, No. 5, pp 573-582.
  3. Martin, C.M. & Houlsby, G.T. (2001). Combined loading of spudcan foundations on clay: numerical modelling. Géotechnique, Vol. 51, No. 8, pp 687-699.
  4. Byrne, B.W., Houlsby, G.T., Martin, C.M. & Fish, P. (2002). Suction caisson foundations for offshore wind turbines. Wind Engineering, Vol. 26, No. 3, pp 145-155.
  5. Houlsby, G.T. & Martin, C.M. (2003). Undrained bearing capacity factors for conical footings on clay. Géotechnique, Vol. 53, No. 5, pp 513-520.
  6. Martin, C.M. (2004). Discussion of "Calculations of bearing capacity factor Ngamma using numerical limit analyses" by Ukritchon et al. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 130, No. 10, pp 1106-1107.
  7. Cassidy, M.J., Martin, C.M. & Houlsby, G.T. (2004). Development and application of force resultant models describing jack-up foundation behaviour. Journal of Marine Structures, Vol. 17, No. 3-4, pp 165-193.
  8. Vlahos, G., Martin, C.M., Prior, M. & Cassidy, M.J. (2005). Development of a model jack-up unit for the study of soil-structure interaction on clay. International Journal of Physical Modelling in Geotechnics, Vol. 5, No. 2, pp 31-48.
  9. Makrodimopoulos, A. & Martin, C.M. (2006). Lower bound limit analysis of cohesive-frictional materials using second-order cone programming. International Journal for Numerical Methods in Engineering, Vol. 66, No. 4, pp 604-634.
  10. Martin, C.M. & Randolph, M.F. (2006). Upper bound analysis of lateral pile capacity in cohesive soil. Géotechnique, Vol. 56, No. 2, pp 141-145.
  11. Makrodimopoulos, A. & Martin, C.M. (2007). Upper bound limit analysis using simplex strain elements and second-order cone programming. International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 31, No. 6, pp 835-865.
  12. Makrodimopoulos, A. & Martin, C.M. (2008). Upper bound limit analysis using discontinuous quadratic displacement fields. Communications in Numerical Methods in Engineering, to appear (early view available).
  13. Martin, C.M. & Makrodimopoulos, A. (2008). Finite-element limit analysis of Mohr-Coulomb materials in 3D using semidefinite programming. Journal of Engineering Mechanics, Vol. 134, No. 4, pp 339-347.
  14. Martin, C.M. (2009). Undrained collapse of a shallow plane strain trapdoor. Géotechnique, accepted.

Conference papers (* = invited)

  1. Lai, C.T.K., Martin, C.M., Hancock, G.J., Papangelis, J.P. & Trahair, N.S. (1991). An expert system for lateral buckling design. Proc. 2nd Int. Conf. on the Application of Artificial Intelligence Techniques to Civil and Structural Engineering, Oxford, Vol. AI&SE, pp 189-198.
  2. Houlsby, G.T. & Martin, C.M. (1992). Modelling of the behaviour of foundations of jack-up units on clay. Proc. Wroth Memorial Symp., "Predictive Soil Mechanics", Oxford, pp 339-358.
  3. Martin, C.M. & Houlsby, G.T. (1999). Jackup units on clay: structural analysis with realistic modelling of spudcan behaviour. Proc. 31st Annual Offshore Technology Conf., Houston, Paper No. OTC 10996, Vol. 1, pp 797-808.
  4. Bransby, M.F. & Martin, C.M. (1999). Elasto-plastic modelling of bucket foundations. Proc. 7th Int. Symp. on Numerical Models in Geomechanics, Graz, pp 425-430.
  5. Pinna, R., Martin, C.M. & Ronalds, B.F. (2000). Soil plasticity effects on the buckling of an embedded, finite length shell. Proc. 1st Int. Conf. on Structural Stability and Dynamics, Taipei, 7-9 December, 6 pp.
  6. * Martin, C.M. & Randolph, M.F. (2001). Applications of the lower and upper bound theorems of plasticity to collapse of circular foundations. Proc. 10th Int. Conf. of IACMAG, Tucson, Vol. 2, pp 1417-1428.
  7. Pinna, R., Martin C.M. & Ronalds, B.F. (2001). Guidance for design of suction caissons against buckling during installation in clay soils. Proc. 11th Int. Offshore and Polar Engineering Conf., Stavanger, Vol. 2, pp 662-668.
  8. Vlahos, G., Martin, C.M. & Cassidy, M.J. (2001). Experimental investigation of a model jack-up unit on clay. Proc. 11th Int. Offshore and Polar Engineering Conf., Stavanger, Vol. 1, pp 97-105.
  9. * Martin, C.M. (2001). Impact of centrifuge modelling on offshore foundation design. Proc. Int. Symp. "Constitutive and centrifuge geotechnical modelling: two extremes", Ticino, 8-13 July, pp 135-153.
  10. Martin, C.M. (2001). Vertical bearing capacity of skirted circular foundations on Tresca soil. Proc. 15th Int. Conf. on Soil Mechanics and Geotechnical Engineering, Istanbul, Vol. 1, pp 743-746.
  11. Byrne, B.W., Houlsby, G.T. & Martin, C.M. (2002). Cyclic loading of shallow offshore foundations on sand. Proc. 1st Int. Conf. on Physical Modelling in Geotechnics, St John's, Newfoundland, pp 277-282.
  12. Martin, C.M. (2003). New software for rigorous bearing capacity calculations. Proc. Int. Conf. on Foundations, Dundee, pp 581-592.
  13. Kelly, R.B., Byrne, B.W., Houlsby, G.T. & Martin, C.M. (2003). Pressure chamber testing of model caisson foundations in sand. Proc. Int. Conf. on Foundations, Dundee, pp 421-431.
  14. Byrne, B.W., Villalobos, F. Houlsby, G.T. & Martin, C.M. (2003). Laboratory testing of shallow skirted foundations in sand. Proc. Int. Conf. on Foundations, Dundee, pp 161-173.
  15. Makrodimopoulos, A. & Martin, C.M. (2004). Formulation of lower bound limit analysis as a second-order cone programming (SOCP) problem. Proc. 12th Nat. Conf. of UK Association for Computational Mechanics in Engineering, Cardiff, 4 pp.
  16. Kelly, R.B., Byrne, B.W., Houlsby, G.T. & Martin, C.M. (2004). Tensile loading of model caisson foundations for structures on sand. Proc. 14th Int. Offshore and Polar Engineering Conf., Toulon, Vol. 2, pp 638-641.
  17. Makrodimopoulos, A. & Martin, C.M. (2005). Limit analysis using large-scale SOCP optimization. Proc. 13th Nat. Conf. of UK Association for Computational Mechanics in Engineering, Sheffield, pp 21-24.
  18. * Martin, C.M. (2005). Exact bearing capacity calculations using the method of characteristics. Proc. 11th Int. Conf. of IACMAG, Turin, Vol. 4, pp 441-450.
  19. Martin, C.M. & Hazell, E.C.J. (2005). Bearing capacity of parallel strip footings on non-homogeneous clay. Proc. Int. Symp. on Frontiers in Offshore Geotechnics, Perth, pp 427-433.
  20. Makrodimopoulos, A. & Martin, C.M. (2005). A novel formulation of upper bound limit analysis as a second-order cone programming problem. Proc. 8th Int. Conf. on Computational Plasticity, Barcelona, Vol. 2, pp 1083-1086.
  21. Makrodimopoulos, A. & Martin, C.M. (2006). Advances in numerical upper bound limit analysis. Proc. Nonsmooth/Nonconvex Mechanics with Applications in Engineering, Thessaloniki, pp 213-220.
  22. Schupp, J., Byrne, B.W., Eacott, N., Martin, C.M., Oliphant, J., Maconochie, A. & Cathie, D. (2006). Pipeline unburial behaviour in loose sand. Proc. 25th Int. Conf. on Offshore Mechanics and Arctic Engineering, Hamburg, 12 pp.
  23. * Martin, C.M. (2007). User-friendly software for finite element limit analysis. Proc. Int. Conf. on Civil Engineering in the New Millennium, Calcutta, 12 pp.
  24. Schupp, J., Byrne, B.W., Martin, C.M., Oliphant, J., Maconochie, A. & Cathie, D.N. (2008). Experimental modelling of the unburial behaviour of pipelines. Proc. 40th Annual Offshore Technology Conf., Houston, to appear.
  25. Vlahos, G. Cassidy, M.J. & Martin, C.M. (2008). Implementation of a force-resultant model describing spudcan load-displacement behaviour using an implicit integration scheme. Proc. 18th Int. Offshore and Polar Engineering Conf., Vancouver, to appear.

Research reports

  1. Martin, C.M. & Houlsby, G.T. (1994). Combined loading tests of scale model spudcan footings on soft clay: experimental data. Report No. OUEL 2029/94, Department of Engineering Science, University of Oxford.
  2. Martin, C.M. (2003). User guide for ABC - Analysis of Bearing Capacity. Report No. OUEL 2261/03, Department of Engineering Science, University of Oxford.

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