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Geotechnical Engineering
Journal Papers 1. Randolph, M.F. and Houlsby, G.T. (1984) "The Limiting Pressure on a Circular Pile Loaded Laterally in Cohesive Soil." Géotechnique 34 4: 613-623. Paper as pdf (4065k) a) reply to discussion by W.H. Ward: Géotechnique 36 3: 457 2. Randolph, M.F., Leong, E.C. and Houlsby G.T. (1991) "One Dimensional Analysis of Soil Plugs in Pipe Piles." Géotechnique 41 4: 587-598. Paper as pdf (4467k) 3. Butterfield, R., Houlsby, G.T. and Gottardi, G. (1997) "Standardised Sign Conventions and Notation for Generally Loaded Foundations." Géotechnique 47 4: 1051-1052. Paper as pdf (487k) a) corrigendum: Géotechnique 48 1: 157 4. Williams, M.S., Thompson, R.S.G. and Houlsby, G.T. (1998) "Non-Linear Dynamic Analysis of Offshore Jack-up Units." Computers and Structures 69: 171-180. Paper as pdf (3165k) 5. Williams, M.S., Thompson, R.S.G. and Houlsby, G.T. (1999) "A Parametric Study of the Non-Linear Dynamic Behaviour of an Offshore Jack-up Unit." Engineering Structures 21: 383-394. Paper as pdf (3165k) 6. Houlsby, G.T. and Puzrin, A.M. (1999) "Closed Form Solutions for the Bearing Capacity of a Strip Footing on Clay under Combined Loadings." Proceedings of the Royal Society of London, Series A 455 1983: 893-916. Paper as pdf (263k) 7. Gottardi, G., Houlsby, G.T. and Butterfield, R. (1999) "The Plastic Response of Circular Footings on Sand under General Planar Loading." Géotechnique 49 4: 453-470. Paper as pdf (2406k) 8. Houlsby, G.T. and Byrne, B.W. (2000) "Suction caisson foundations for offshore wind turbines and anemometer masts." Journal of Wind Engineering 24 4: 249-255. Paper as pdf (87k) 9. Martin, C.M. and Houlsby, G.T. (2000) "Combined Loading of Spudcan Foundations on Clay: Laboratory Tests." Géotechnique 50 4: 325-338. Paper as pdf (1644k) 10. Houlsby, G.T. and Byrne, B.W. (2001) Discussion on 'Sieffert, J.-G. and Bay-Gress, Ch. (2001)."Comparison of European bearing capacity calculation methods for shallow foundations." Geotechnical Engineering 143: 65-74.' Geotechnical Engineering 149: 63-64. Paper as pdf (203k) 11. Byrne, B.W. and Houlsby, G.T. (2001) "Observations of Footing Behaviour on Loose Carbonate Sands." Géotechnique 51 5: 463-466. Paper as pdf (436k) 12. Cassidy, M.J., Eatock Taylor, R. and Houlsby, G.T. (2001) "Analysis of jack-up units using a constrained NewWave methodology." Applied Ocean Research 23: 221-234. Paper as pdf (607k) 13. Martin, C.M. and Houlsby, G.T. (2001) "Combined Loading of Spudcan Foundations on Clay: Numerical Modelling." Géotechnique 51 8: 687-700. Paper as pdf (1257k) 14. Houlsby, G.T. and Cassidy, M.J. (2002) "A plasticity model for the behaviour of footings on sand under combined loading." Geotéchnique 52 2: 117-129. Paper as pdf (1290k). Awarded the "David Hislop Award" by the Institution of Civil Engineers in 2003. 15. Cassidy, M.J., Taylor, P.H., Eatock Taylor, R. and Houlsby, G.T. (2002) "Evaluation of Long-Term Extreme Response Statistics of Jack-up Platforms." Ocean Engineering 29: 1603-1631. Paper as pdf (665k) 16. Byrne, B.W. and Houlsby, G.T. (2002) "Experimental investigations of the response of suction caissons to transient vertical loading." Proc. ASCE, Journal of Geotechnical Engineering 128 11: 926-939. Paper as pdf (676k) 17. Cassidy, M.J. and Houlsby, G.T. (2002) "Vertical Bearing Capacity Factors for Conical Footings on Sand." Géotechnique 52 9: 687-692. Paper as pdf (424k) 18. Cassidy, M.J., Byrne, B.W. and Houlsby G.T. (2002) "Modelling the behaviour of a circular footing under combined loading on loose carbonate sand." Géotechnique 52 10: 705-712. Paper as pdf (461k) 19. Byrne, B.W., Houlsby, G.T., Martin, C.M. and Fish, P.M. (2002) "Suction caisson foundations for offshore wind turbines." Journal of Wind Engineering 26 3: 145-155. Paper as pdf (4411k) 20. Houlsby, G.T and Martin, C.M. (2003) "Undrained Bearing Capacity Factors for Conical Footings on Clay." Géotechnique 53 5: 513-520. Paper as pdf (184k) 21. Cassidy, M.J., Houlsby, G.T. and Eatock Taylor, R. (2003) "Probabilistic Models Applicable for the Short Term Extreme Response Analysis of Jack-up Platforms." Journal of Offshore Mechanics and Arctic Engineering, Trans. ASME 125 4: 249-263. Paper as pdf (669k) 22. Byrne, B.W. and Houlsby, G.T. (2003) "Foundations for offshore wind turbines." Phil. Trans. Roy. Soc. A 361, Dec: 2909-2930. Paper as pdf (1565k) 23. Byrne, B.W. and Houlsby, G.T. (2004) "Experimental investigations of the response of suction caissons to transient combined loading." Proc. ACSE, Journal of Geotechnical and Geoenvironmental Engineering 130 3: 240-253. Paper as pdf (1135k). 24. Cassidy, M.J., Byrne, B.W. and Randolph, M.F. (2004) "A comparison of the combined load behaviour of spudcan and caisson foundations on soft normally consolidated clay". Géotechnique 54 2: 91-106. Paper as pdf (524k). 25. Cassidy, M.J., Martin, C.M. and Houlsby, G.T. (2004) "Development and application of force resultant models describing jack-up foundation behaviour." Journal of Marine Structures 17 3-4: 165-193. 26. Vlahos, G., Martin, C.M., Prior, M. and Cassidy, M.J. (2004) "Development of a model jack-up unit for the study of soil-structure interaction on clay." International Journal of Physical Modelling in Geotechnics 5 2: 31-48. 27. Martin, C.M. (2004) "Discussion of "Calculations of Bearing Capacity Factor N Using Numerical Limit Analyses" by Boonchai Ukritchon, Andrew J. Whittle, and C. Klangvijit." Proc. ASCE, Journal of Geotechnical and Geoenvironmental Engineering 130 10: 1106-1107. 28. Houlsby, G.T. and Byrne, B.W. (2005) "Design procedures for installation of suction caissons in clay and other soils." Proc ICE - Geotechnical Engineering 158 2: 75-82. paper as pdf (235kb) 29. Houlsby, G.T. and Byrne, B.W. (2005) "Design procedures for installation of suction caissons in sand." Proc ICE - Geotechnical Engineering 158 3: 135144. paper as pdf (233kb) 30. Houlsby, G.T., Kelly, R.B., Huxtable, J. and Byrne, B.W. (2005) "Field trials of suction caissons in clay for offshore wind turbine foundations." Géotechnique 55 4: 287-296. paper as pdf (586kb). Awarded a “Halcrow Prize” by the Institution of Civil Engineers in 2006. 31. Houlsby, G.T., Cassidy, M.J. and Einav, I. (2005) "A generalised winkler model for the behaviour of shallow foundations." Géotechnique 55 6: 449-460. 32. Doherty, J.P., Houlsby, G.T. and Deeks, A.J. (2005) "Stiffness of flexible caisson foundations embedded in non-homogeneous elastic soil." Proc. ASCE, Journal of Geotechnical and Geoenvironmental Engineering 131 12: 1498-1508. 33. Martin, C.M. & Randolph, M.F. (2006) "Upper bound analysis of lateral pile capacity in cohesive soil." Géotechnique 56 2:141-145. 34. Houlsby, G.T., Kelly, R.B., Huxtable, J. and Byrne, B.W. (2006) “Field trials of suction caissons in sand for offshore wind turbine foundations.” Géotechnique 56 1: 3-10. 35. Bienen, B., Byrne, B.W., Houlsby, G.T. and Cassidy, M.J. (2006) “Investigating six degree of freedom loading of shallow foundations on sand.” Géotechnique 56 6: 367-379. 36. Kelly, R.B., Houlsby, G.T. and Byrne, B.W. (2006) “A comparison of field and laboratory caisson tests in sand and clay.” Géotechnique 56 9: 617-626. 37. Kelly, R.B., Houlsby, G.T. and Byrne, B.W. (2006) “Transient vertical loading of model suction caissons in a pressure chamber.” Géotechnique 56 10: 665-675. 38. Vlahos, G., Cassidy, M.J. and Byrne, B.W. (2006) “The behaviour of spudcan footings on clay subjected to combined cyclic loading.” Applied Ocean Research 28 3: 209-221. 39. Cassidy, M.J., Randolph, M.F. and Byrne, B.W. (2006) “A plasticity model describing caisson behaviour in clay.” Applied Ocean Research 28 5: 345358. 40. Bienen, B., Byrne, B.W., Houlsby, G.T. and Cassidy, M.J. (2007) Reply to discussion by D.V. Morris on “Investigating six degree of freedom loading of shallow foundations on sand. Géotechnique 56 6: 367-379.” Géotechnique 57 5: 483-484. 41. Salgado, R., Houlsby, G.T. and Cathie, D.N. (2008) "Contributions to Géotechnique 1948-2007: Foundation engineering." Géotechnique 58 5: 369-375. 42. Villalobos, F.A., Byrne, B.W. and Houlsby, G.T. (2009) “Drained capacity of suction caissons under monotonic loading for offshore applications.” Soils and Foundations 49 3: 477-488. 43. Vlahos, G., Cassidy, M.J. and Martin, C.M. (2009) "Experimental investigation of the system behaviour of a model three-legged jack-up on clay." Applied Ocean Research 30 4: 323-337. 44. Hodder, M.S. and Byrne, B.W. (2010) “Experiments of a model catenary riser interacting with a sandy seabed.” Applied Ocean Research 32 2: 146-157. 45. Leblanc, C., Houlsby, G.T. and Byrne, B.W. (2010) “Response of stiff piles to long term cyclic loading.” Géotechnique 60 2: 79-90. Awarded the “TK Hsieh Award” by the Institution of Civil Engineers in 2011. 46. Leblanc, C., Byrne, B.W. and Houlsby, G.T. (2010) “Response of stiff piles to random two-way lateral loading.” Géotechnique 60 9: 715-721. 47. Villalobos, F.A., Byrne, B.W. and Houlsby, G.T. (2010) “Model testing of suction caissons on clay subjected to vertical loading.” Applied Ocean Research 32 4: 414-424. 48. Byrne, B.W., Schupp, J. and Martin, C.M. (2011) Discussion on ‘Bransby, M.F. and Ireland, J. (2009). “Rate effects during pipeline upheaval buckling in sand.” Proc ICE - Geotechnical Engineering 162: 247-256.’ Proc ICE - Geotechnical Engineering 164 5: 347-349. 49. Vlahos, G., Cassidy, M.J. and Martin, C.M. (2011) "Numerical simulation of pushover tests on a model jack-up platform on clay." Géotechnique 61 11: 947-960. 50. Houlsby, G.T. and Cassidy, M.J. (2011) "A simplified mechanically based model for predicting partially drained behaviour of penetrometers and shallow foundations." Géotechnique Letters, published online 22 August, E-ISSN 2045-2543. 51. Martin, C.M. and White, D.J. (2012). "Limit analysis of the undrained capacity of offshore pipelines." Géotechnique 62 9: 847-863. 52. Zhu, B., Byrne, B.W. and Houlsby, G.T. (2012) “Long term lateral cyclic response of suction caissons in sand.” Proc. ASCE, Journal of Geotechnical and Geoenvironmental Engineering, Available on-line Ahead of Print. 53. Byrne, B.W., Schupp, J., Martin, C.M., Maconochie, A., Oliphant, J. and Cathie, D.N. (2012) “Uplift behaviour of shallowly buried pipe sections in saturated very loose sand.” Géotechnique, Available on-line Ahead of Print. 54. Williams, E., Byrne, B.W. and Blakeborough, A. (2012) “Pipe uplift response in loose saturated sand: Rate and density effects.” Géotechnique, Available on-line Ahead of Print. 55. Mana, D.S.K., Gourvenec, S. and Martin, C.M. (2012). "Critical skirt spacing for shallow foundations under general loading." Proc. ASCE, Journal of Geotechnical and Geoenvironmental Engineering, Available on-line Ahead of Print.