| Response of stiff piles in sand to long-term cyclic lateral loading C LeBlanc, GT Houlsby, BW Byrne Géotechnique 60 (2), 79-90, 2010 | 731 | 2010 |
| Foundations for offshore wind turbines BW Byrne, GT Houlsby Philosophical Transactions of the Royal Society of London. Series A …, 2003 | 515 | 2003 |
| Design procedures for installation of suction caissons in sand GT Houlsby, BW Byrne Proceedings of the Institution of Civil Engineers-Geotechnical Engineering …, 2005 | 332 | 2005 |
| Suction caissons for wind turbines GT Houlsby, LB Ibsen, BW Byrne Frontiers in Offshore Geotechnics: ISFOG, Perth, WA, Australia, 75-93, 2005 | 305 | 2005 |
| Optimization of monopiles for offshore wind turbines D Kallehave, BW Byrne, C LeBlanc Thilsted, KK Mikkelsen Philosophical Transactions of the Royal Society A: Mathematical, Physical …, 2015 | 277 | 2015 |
| Long-term lateral cyclic response of suction caisson foundations in sand B Zhu, BW Byrne, GT Houlsby Journal of geotechnical and geoenvironmental engineering 139 (1), 73-83, 2013 | 236 | 2013 |
| PISA: new design methods for offshore wind turbine monopiles BW Byrne, HJ Burd, L Zdravković, RA McAdam, DMG Taborda, ... Revue Française de Géotechnique, 3, 2019 | 235 | 2019 |
| New design methods for large diameter piles under lateral loading for offshore wind applications BW Byrne, R McAdam, HJ Burd, GT Houlsby, CM Martin, L Zdravkovic, ... Frontiers in offshore geotechnics III 1, 705-710, 2015 | 235 | 2015 |
| Suction caisson foundations for offshore wind turbines and anemometer masts GT Houlsby, BW Byrne Wind engineering 24 (4), 249-255, 2000 | 225 | 2000 |
| A comparison of field and laboratory tests of caisson foundations in sand and clay RB Kelly, GT Houlsby, BW Byrne Géotechnique 56 (9), 617-626, 2006 | 223 | 2006 |
| Suction caisson foundations for offshore wind turbines B Byrne, G Houlsby, C Martin, P Fish Wind Engineering 26 (3), 145-155, 2002 | 217 | 2002 |
| Investigations of suction caissons in dense sand B Byrne, BW Byrne University of Oxford, 2000 | 208 | 2000 |
| Design procedures for installation of suction caissons in clay and other materials GT Houlsby, BW Byrne Proceedings of the Institution of Civil Engineers-Geotechnical Engineering …, 2005 | 187 | 2005 |
| Field trials of suction caissons in clay for offshore wind turbine foundations GT Houlsby, RB Kelly, J Huxtable, BW Byrne Géotechnique 55 (4), 287-296, 2005 | 186 | 2005 |
| Field trials of suction caissons in sand for offshore wind turbine foundations GT Houlsby, RB Kelly, J Huxtable, BW Byrne Géotechnique 56 (1), 3-10, 2006 | 184 | 2006 |
| PISA design model for monopiles for offshore wind turbines: application to a stiff glacial clay till BW Byrne, GT Houlsby, HJ Burd, KG Gavin, DJP Igoe, RJ Jardine, ... Géotechnique 70 (11), 1030-1047, 2020 | 177 | 2020 |
| Experimental investigations of the response of suction caissons to transient combined loading BW Byrne, GT Houlsby Journal of geotechnical and geoenvironmental engineering 130 (3), 240-253, 2004 | 170 | 2004 |
| PISA design model for monopiles for offshore wind turbines: application to a marine sand HJ Burd, DMG Taborda, L Zdravković, CN Abadie, BW Byrne, GT Houlsby, ... Géotechnique 70 (11), 1048-1066, 2020 | 164 | 2020 |
| Investigating six-degree-of-freedom loading of shallow foundations on sand B Bienen, BW Byrne, GT Houlsby, MJ Cassidy Géotechnique 56 (6), 367-379, 2006 | 154 | 2006 |
| A comparison of the combined load behaviour of spudcan and caisson foundations on soft normally consolidated clay MJ Cassidy, BW Byrne, MF Randolph Géotechnique 54 (2), 91-106, 2004 | 153 | 2004 |
Guy HoulsbyProfessor Emeritus, University of OxfordVerified email at eng.ox.ac.uk
