| Offshore geotechnical engineering M Randolph, S Gourvenec CRC press, 2017 | 710 | 2017 |
| Effect of strength non-homogeneity on the shape of failure envelopes for combined loading of strip and circular foundations on clay S Gourvenec, M Randolph Géotechnique 53 (6), 575-586, 2003 | 447 | 2003 |
| Challenges of offshore geotechnical engineering M Randolph, M Cassidy, S Gourvenec, C Erbrich Proceedings of the 16th international conference on soil mechanics and …, 2005 | 333 | 2005 |
| Recent advances in offshore geotechnics for deep water oil and gas developments MF Randolph, C Gaudin, SM Gourvenec, DJ White, N Boylan, MJ Cassidy Ocean Engineering 38 (7), 818-834, 2011 | 270 | 2011 |
| Effect of embedment on the undrained capacity of shallow foundations under general loading S Gourvenec Géotechnique 58 (3), 177-185, 2008 | 259 | 2008 |
| Undrained failure envelope for skirted foundations under general loading S Gourvenec, S Barnett Géotechnique 61 (3), 263-270, 2011 | 238 | 2011 |
| Failure envelopes for offshore shallow foundations under general loading S Gourvenec Géotechnique 57 (9), 715-728, 2007 | 166 | 2007 |
| Undrained bearing capacity of square and rectangular footings S Gourvenec, M Randolph, O Kingsnorth International Journal of Geomechanics 6 (3), 147-157, 2006 | 163 | 2006 |
| Shape effects on the capacity of rectangular footings under general loading S Gourvenec Géotechnique 57 (8), 637-646, 2007 | 155 | 2007 |
| The undrained bearing capacity of a spudcan foundation under combined loading in soft clay Y Zhang, B Bienen, MJ Cassidy, S Gourvenec Marine Structures 24 (4), 459-477, 2011 | 143 | 2011 |
| Design approach for rectangular mudmats under fully three-dimensional loading X Feng, MF Randolph, S Gourvenec, R Wallerand Géotechnique 64 (1), 51-63, 2014 | 134 | 2014 |
| Inclined pull-out capacity of suction caissons C Supachawarote, M Randolph, S Gourvenec ISOPE International Ocean and Polar Engineering Conference, ISOPE-I-04-238, 2004 | 133 | 2004 |
| A generalised failure envelope for undrained capacity of circular shallow foundations under general loading C Vulpe, S Gourvenec, M Power Géotechnique Letters 4 (3), 187-196, 2014 | 130 | 2014 |
| Three-dimensional finite-element analysis of diaphragm wall installation SM Gourvenec, W Powrie Geotechnique 49 (6), 801-823, 1999 | 129 | 1999 |
| Undrained vertical bearing capacity factors for shallow foundations SM Gourvenec, DSK Mana Géotechnique Letters 1 (4), 101-108, 2011 | 109 | 2011 |
| Consolidation beneath circular skirted foundations S Gourvenec, MF Randolph International Journal of Geomechanics 10 (1), 22-29, 2010 | 103 | 2010 |
| Experimental study of uplift resistance of shallow skirted foundations in clay under transient and sustained concentric loading S Gourvenec, HE Acosta-Martinez, MF Randolph Géotechnique 59 (6), 525-537, 2009 | 100 | 2009 |
| Engineering and legal considerations for decommissioning of offshore oil and gas infrastructure in Australia J Chandler, D White, EJ Techera, S Gourvenec, S Draper Ocean Engineering 131, 338-347, 2017 | 95 | 2017 |
| Critical skirt spacing for shallow foundations under general loading DSK Mana, S Gourvenec, CM Martin Journal of geotechnical and geoenvironmental engineering 139 (9), 1554-1566, 2013 | 93 | 2013 |
| A method for predicting the consolidated undrained bearing capacity of shallow foundations SM Gourvenec, C Vulpe, TG MURTHY Géotechnique 64 (3), 215-225, 2014 | 81 | 2014 |
David WhiteProfessor, University of SouthamptonVerified email at soton.ac.uk
