Publications

Last updated 11 October 2016

Theses

  1. Martin, C.M. (1989). An expert system for lateral buckling design. BE 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, Vol. 24, No. 11, >pp 911-927.
  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. Vlahos, G., Cassidy, M.J. & Martin, C.M. (2009). Experimental investigation of the system behaviour of a model three-legged jack-up on clay. Applied Ocean Research, Vol. 30, No. 4, pp 323-337
  15. Martin, C.M. (2009). Undrained collapse of a shallow plane strain trapdoor. Géotechnique, Vol. 59, No. 10, pp 855-863.
  16. Makrodimopoulos, A. & Martin, C.M. (2010). Comments on “Rigid plastic model of incremental sheet deformation using second-order cone programming” by Raithatha & Duncan. International Journal for Numerical Methods in Engineering, Vol. 83, No. 1, pp 129-132.
  17. Martin, C.M. (2011). The use of adaptive finite-element limit analysis to reveal slip-line fields. Géotechnique Letters, Vol. 1, No. 2, pp 23-29.
  18. Byrne, B.W., Schupp, J. & Martin, C.M. (2011). Discussion of “Rate effects during pipeline upheaval buckling in sand” by Bransby & Ireland. Proc. ICE – Geotechnical Engineering, Vol. 164, No. 5, pp 347-348.
  19. Vlahos, G., Cassidy, M.J. & Martin, C.M. (2011). Numerical simulation of pushover tests on a model jack-up platform on clay. Géotechnique, Vol. 61, No. 11, pp 947-960.
  20. Martin, C.M. & White, D.J. (2012). Limit analysis of the undrained capacity of offshore pipelines. Géotechnique, Vol. 62, No. 9, pp 847-863.
  21. Byrne, B.W., Schupp, J., Martin, C.M., Maconochie, A., Oliphant, J. & Cathie, D.N. (2013). Uplift behaviour of shallowly buried pipe sections in saturated very loose sand. Géotechnique, Vol. 63, No. 5, pp 382-390.
  22. Mana, D.S.K., Gourvenec, S. & Martin, C.M. (2013). Critical skirt spacing for shallow foundations under general loading. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 139, No. 9, pp 1554-1566.
  23. Martin, C.M., Kong, D. & Byrne, B.W. (2013). 3D analysis of transverse pipe-soil interaction using 2D soil slices. Géotechnique Letters, Vol. 3, No. 3, pp 119-123.
  24. Lam, C., Jefferis, S.A. & Martin, C.M. (2013). Effects of polymer and bentonite support fluids on the interface shear strength between concrete and sand. Géotechnique, Vol. 64, No. 1, pp 28-39.
  25. Doherty, P., Igoe, D., Murphy, G., Gavin, K., Preston, J., McAvoy, C., Byrne, B.W., McAdam, R., Burd, H.J., Houlsby, G.T., Martin, C.M., Zdravković, L., Taborda, D.M.G., Potts, D.M., Jardine, R.J., Sideri, M., Schroeder, F.C., Muir Wood, A., Kallehave, D. & Skov Gretlund, J. (2015). Field validation of fibre Bragg grating sensors for measuring strain on driven steel piles. Géotechnique Letters, Vol. 5, No. 2, pp 74-79.
  26. Dunne, H.P. & Martin, C.M. (2016). Capacity of rectangular mudmat foundations on clay under combined loading. Géotechnique, published online, DOI: http://dx.doi.org/10.1680/jgeot.16.P.079.
  27. Macaro, G., Utili, S. & Martin, C.M. (2016). Distinct element modelling of pipe–soil interaction for offshore pipelines on sand. Computers & Geotechnics, submitted.
  28. Li, M., Füssl, J., Lukacevic, M., & Martin, C.M. (2016). A numerical limit analysis approach for strength predictions of wood. Wood Science and Technology, submitted.
  29. Füssl, J., Li, M., Lukacevic, M., Eberhardsteiner, J. & Martin, C.M. (2016). Comparison of unit cell-based computational methods for predicting the strength of wood. Engineering Structures, submitted.
  30. Kong, D., Martin, C.M. & Byrne, B.W. (2016). Modelling large plastic deformations of cohesive soils using sequential limit analysis. International Journal for Numerical and Analytical Methods in Geomechanics, submitted.
  31. Kong, D., Martin, C.M. & Byrne, B.W. (2016). Sequential limit analysis of pipe-soil interaction during large-amplitude cyclic lateral displacementsGéotechnique, submitted.
  32. Sheil, B.B., Martin, C.M., Byrne, B.W., Plant, M., Williams, K. & Coyne, D. (2016). Full-scale laboratory testing of a buried pipeline in sand subjected to cyclic axial displacements. Géotechnique, submitted.

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, Paper No. OTC 19573, 13 pp.
  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, 8 pp.
  26. * Wong, P.C., Templeton, J.S., Purwana, O.A., Hofstede, H., Cassidy, M.J., Hossain, M.S. & Martin, C.M. (2012). Foundation modeling and assessment in the new ISO standard 19905-1. Proc. 44th Annual Offshore Technology Conf., Houston, Paper No. OTC 23521, 23 pp.
  27. Tapper, L., Byrne, B.W. & Martin, C.M. (2014). Combined load capacity of grillage foundations on loose sand. Proc. 8th Int. Conf. on Physical Modelling in Geotechnics, Perth, pp 629-635.
  28. Tapper, L., Martin, C.M. & Byrne, B.W. (2014). Undrained bearing capacity of circular shallow foundations on Tresca soil using adaptive finite element analysis. Proc. 8th European Conf. on Numerical Methods in Geotechnical Engineering, Delft, pp 699-704.
  29. Macaro, G. Utili, S. & Martin, C.M. (2014). DEM analyses of pipe–soil interaction for offshore pipelines on sand. Proc. Int. Symp. on Geomechanics from Micro to Macro, Cambridge, pp 595-600.
  30. Byrne, B.W., McAdam, R., Burd, H.J., Houlsby, G.T., Martin, C.M., Zdravković, L., Taborda, D.M.G., Potts, D.M., Jardine, R.J., Sideri, M., Schroeder, F.C., Gavin, K., Doherty, P., Igoe, D., Muir Wood, A., Kallehave, D. and Skov Gretlund, J. (2015). New design methods for large diameter piles under lateral loading for offshore wind applications. Proc. 3rd Int. Symp. on Frontiers in Offshore Geotechnics, Oslo, Vol. 1, pp 705-710.
  31. Dunne, H.P., Martin, C.M., Muir, L., Brown, N. & Wallerand, R. (2015). Undrained bearing capacity of skirted mudmats on inclined seabeds. Proc. 3rd Int. Symp. on Frontiers in Offshore Geotechnics, Oslo, Vol. 2, pp 783-788.
  32. Martin, C.M., Dunne, H.P., Brown, N. & Wallerand, R. (2015). Three-dimensional limit analysis of rectangular mudmat foundations. Proc. 3rd Int. Symp. on Frontiers in Offshore Geotechnics, Oslo, Vol. 2, pp 789-794.
  33. Tapper, L., Martin, C.M., Byrne, B.W. & Lehane, B.M. (2015). Undrained vertical bearing capacity of perforated shallow foundations. Proc. 3rd Int. Symp. on Frontiers in Offshore Geotechnics, Oslo, Vol. 2, pp 813-818.
  34. Zdravković, L., Taborda, D.M.G., Potts, D.M., Jardine, R.J., Sideri, M., Schroeder, F.C., Byrne, B.W., McAdam, R., Burd, H.J., Houlsby, G.T., Martin, C.M., Gavin, K., Doherty, P., Igoe, D., Muir Wood, A., Kallehave, D. and Skov Gretlund, J. (2015). Numerical modelling of large diameter piles under lateral loading for offshore wind applications. Proc. 3rd Int. Symp. on Frontiers in Offshore Geotechnics, Oslo, Vol. 1, pp 759-764.
  35. Byrne, B.W., McAdam, R., Burd, H.J., Houlsby, G.T., Martin, C.M., Gavin, K., Doherty, P., Igoe, D., Zdravković, L., Taborda, D.M.G., Potts, D.M., Jardine, R.J., Sideri, M., Schroeder, F.C., Muir Wood, A., Kallehave, D. & Skov Gretlund, J. (2015). Field testing of large diameter piles under lateral loading for offshore wind applications. Proc. 15th European Conf. on Soil Mechanics and Geotechnical Engineering, Edinburgh, pp 1255-1260.
  36. Füssl, J., Li, M., Lukacevic, M., Eberhardsteiner, J. & Martin, C.M. (2016). Three different methods for predicting the strength behaviour of clear wood – a performance comparison and basis for a combined approach. World Conf. on Timber Engineering, Vienna, in press.
  37. Li, M., Füssl, J., Lukacevic, M., Eberhardsteiner, J. & Martin, C.M. (2016). A numerical limit analysis approach for predicting strength of clear wood. World Conf. on Timber Engineering, Vienna, in press.

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.
  3. Villalobos, F., Byrne, B.W., Houlsby, G.T. & Martin, C.M. (2003). Bearing capacity tests of scale suction caisson footings on sand: Experimental data. Document Number FOT005/1, Department of Engineering Science, University of Oxford.
  4. Villalobos, F., Byrne, B.W., Houlsby, G.T. & Martin, C.M. (2003). Moment loading tests of scale suction caisson footings on sand: Experimental data. Document Number FOT015/1, Department of Engineering Science, University of Oxford.
  5. Kelly, R.B., Byrne, B.W., Houlsby, G.T. & Martin, C.M. (2003). Vertical loading tests in a pressurised chamber: Phase one experimental data. Document Number FOT016/1, Department of Engineering Science, University of Oxford.
  6. Byrne, B.W., Kelly, R.B., Houlsby, G.T., Martin, C.M. & Villalobos, F. (2003). Suction caissons for offshore wind turbines: Interim report on laboratory testing. Document Number FOT017/1, Department of Engineering Science, University of Oxford.
  7. Kelly, R.B., Byrne, B.W., Houlsby, G.T. & Martin, C.M. (2004). Vertical loading tests in a pressurised chamber: Phase two experimental data. Document Number FOT019/1, Department of Engineering Science, University of Oxford.
  8. Villalobos, F., Byrne, B.W., Houlsby, G.T. & Martin, C.M. (2004). Cyclic moment loading tests of suction caisson footings on sand: Experimental data. Document Number FOT020/1, Department of Engineering Science, University of Oxford.
  9. Villalobos, F., Byrne, B.W., Houlsby, G.T. & Martin, C.M. (2004). Moment loading tests of suction installed and pushed installed caissons in sand: Experimental data. Document Number FOT021/1, Department of Engineering Science, University of Oxford.

Confidential Reports

  1. Martin, C.M. (2007). Soil-pipe interaction during large lateral movements: development of a force-resultant plasticity model. Report to Cathie Associates SA/NV for the SAFEBUCK Phase II Joint Industry Project.
  2. Martin, C.M. (2013). Report on Task 4: User Element Development (also incorporating aspects of Task 6, User Guidance). Report to Atkins UK for the SAFEBUCK GEO Joint Industry Project.
  3. Byrne, B.W. & Martin, C.M. (2014). Uplift testing of pipe in clay. Part 1: Fast rate (undrained) tests. Report to Technip Offshore UK Ltd.
  4. Byrne, B.W. & Martin, C.M. (2014). Uplift testing of pipes in clay. Part 2: Slow rate tests. Report to Technip Offshore UK Ltd.
  5. Sheil, B.B., Byrne, B.W. & Martin, C.M. (2015). Uplift testing of pipes in clay. Part 3: Slow rate tests. Report to Technip Offshore UK Ltd.
  6. Sheil, B.B., Byrne, B.W. & Martin, C.M. (2015). Uplift testing of pipes in clay: Literature review. Report to Technip Offshore UK Ltd.
  7. Martin, C.M., Sheil, B.B. & Byrne, B.W. (2015). Full-Scale Axial Pipe Tests: Part I – Design & Build Report. Report to KW Subsea.
  8. Martin, C.M., Sheil, B.B. & Byrne, B.W. (2015). Full-Scale Axial Pipe Tests: Part II – Factual Report. Report to KW Subsea.
  9. Martin, C.M., Sheil, B.B. & Byrne, B.W. (2015). Full-Scale Axial Pipe Tests: Part III – Interpretative Report. Report to KW Subsea.
  10. Martin, C.M., Sheil, B.B. & Byrne, B.W. (2015). Lateral Pipe Tests: Factual Report. Report to KW Subsea.
  11. Sheil, B.B., Byrne, B.W. & Martin, C.M. (2016). Uplift testing of pipes in clay: Test Series 5. Report to Technip UK Ltd.

 

Full-scale laboratory testing of a buried pipeline in sand subjected to cyclic axial displacements