# Journal Papers

**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**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)**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**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)**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)**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)**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)**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)**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)**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)**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)**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)**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)**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.****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)**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)**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)**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)**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)**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)**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)**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)**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).**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).**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.**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.**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.**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)**Houlsby, G.T. and Byrne, B.W. (2005)**"Design procedures for installation of suction caissons in sand."*Proc ICE - Geotechnical Engineering***158**3: 135-144. paper as pdf (233kb)**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.****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.**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.**Martin, C.M. & Randolph, M.F. (2006)**"Upper bound analysis of lateral pile capacity in cohesive soil."*Géotechnique***56**2:141-145.**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.**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.**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.**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.**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.**Cassidy, M.J., Randolph, M.F. and Byrne, B.W. (2006)**“A plasticity model describing caisson behaviour in clay.”*Applied Ocean Research***28**5: 345-358.**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.**Salgado, R., Houlsby, G.T. and Cathie, D.N. (2008)**"Contributions to Géotechnique 1948-2007: Foundation engineering."*Géotechnique***58**5: 369-375.**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.**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.**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.**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.****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.**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.**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.**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.**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.**Martin, C.M. and White, D.J. (2012).**"Limit analysis of the undrained capacity of offshore pipelines."*Géotechnique***62**9: 847-863.**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.**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.**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.**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.