Susan Gourvenec
Susan Gourvenec
Professor of Offshore Geotechnical Engineering, University of Southampton, UK
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Cited by
Cited by
Offshore geotechnical engineering
M Randolph, S Gourvenec
CRC press, 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
Challenges of offshore geotechnical engineering
M Randolph, M Cassidy, S Gourvenec, C Erbrich
Proceedings of the international conference on soil mechanics and …, 2005
Effect of embedment on the undrained capacity of shallow foundations under general loading
S Gourvenec
Géotechnique 58 (3), 177-185, 2008
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
Undrained failure envelope for skirted foundations under general loading
S Gourvenec, S Barnett
Géotechnique 61 (3), 263-270, 2011
Undrained bearing capacity of square and rectangular footings
S Gourvenec, M Randolph, O Kingsnorth
International Journal of Geomechanics 6 (3), 147-157, 2006
Failure envelopes for offshore shallow foundations under general loading
S Gourvenec
Géotechnique 57 (9), 715-728, 2007
Shape effects on the capacity of rectangular footings under general loading
S Gourvenec
Géotechnique 57 (8), 637-646, 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
Three-dimensional finite-element analysis of diaphragm wall installation
SM Gourvenec, W Powrie
Geotechnique 49 (6), 801-823, 1999
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
Design approach for rectangular mudmats under fully three-dimensional loading
X Feng, MF Randolph, S Gourvenec, R Wallerand
Géotechnique 64 (1), 51-63, 2014
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
Consolidation beneath circular skirted foundations
S Gourvenec, MF Randolph
International Journal of Geomechanics 10 (1), 22-29, 2010
Undrained vertical bearing capacity factors for shallow foundations
SM Gourvenec, DSK Mana
Géotechnique Letters 1 (4), 101-108, 2011
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
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
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
A method for predicting the consolidated undrained bearing capacity of shallow foundations
SM Gourvenec, C Vulpe, TG MURTHY
Géotechnique 64 (3), 215-225, 2014
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