Physical modelling of natural hazards – a keynote lecture M. Davies, E. Bowman, D. White, 2010, Proceedings of the 7th International Conference on Physical Modelling in Geotechnics:, CD, p. 3-22
A wireless data acquisition system to monitor centrifuge pile A. Deeks, D. White, 2010, Proceedings of the 7th International Conference on Physical Modelling in Geotechnics:, CD, p. 331-336
Elastic solutions for consolidation around seabed pipelines S. Gourvenec, D. White, 2010, Proceedings of the Offshore Technology Conference 2010:, CD, p. OTC20554
Progress in Investigating Pipe-Soil-Fluid Interaction: The STABLEpipe JIP T. Griffiths, D. White, L. Cheng, 2010, Proceedings of the 20th International Offshore and Polar Engineering Conference (ISOPE):, 2, p. 115-122
Analysis of soil strength degradation during episodes of cyclic loading, illustrated by the T-Bar penetration test M. Hodder, D. White, M. Cassidy, 2010, In: International Journal for Geomechanics, 10, p. 117-123
Centrifuge modelling of the pushover failure of an electricity transmission tower D. Richards, D. White, B. Lehane, 2010, In: Canadian Geotechnical Journal, 47, p. 413-424
STREAM: a method to facilitate efficient data exchange and transfer P. Schaminee, A. Klapwijk, D. White, 2010, Proceedings of the 7th International Conference on Physical Modelling in Geotechnics:, CD, p. 85-90
Analysis of large diameter pipe pile drivability in Tokyo Bay using piezocone data J. Schneider, D. White, Y. Kikuchi, 2010, GeoFlorida 2010 - Advances in Analysis, Modelling and Design:, Special Publication 199, p. 1488-1497
A simple model for the effect on soil strength of remoulding and reconsolidation D. White, M. Hodder, 2010, In: Canadian Geotechnical Journal, 47, p. 821-826
Novel piling: axial and rotary jacking D. White, A. Deeks, Y. Ishihara, 2010, Proceedings of the 11th International Conference on Geotechnical Challenges for Urban Regeneration:, CD, p. Online
Reply to discussion by T. Orr on “A comparison on the bearing capacity of flat and conical circular foundations on sand” (original paper Geotechnique, 58(1):771-779) D. White, K. Teh, C. Leung, Y. Chow, 2010, In: Geotechnique, 60, p. 147-149
A numerical study of the effect of foundation size for a wide range of sands N. Yamamoto, M. Randolph, I. Einav, 2009, In: Journal of Geotechnical and Geoenvironmental Engineering, 135, p. 37-45
Numerical investigations into cycling of full-flow penetrometers in soft clay H. Zhou, M. Randolph, 2009, In: Geotechnique, 59, p. 801-812
Resistance of full-flow penetrometers in rate-dependent and strain-softening clay H. Zhou, M. Randolph, 2009, In: Geotechnique, 59, p. 79-86
Numerical analysis of passive pile groups in offshore soft deposits S. Jeong, D. Seo, Y. Kim, 2009, In: Computers and Geotechnics, 36, p. 1164-1175
Characteristics of lateral rigidity of offshore piles in Incheon marine clay Y. Kim, S. Jeong, S. Kim, 2009, p. 1374-1377
Effect of lateral rigidity of offshore piles using proposed p-y curves in marine clay Y. Kim, S. Jeong, J. Won, 2009, In: Marine Georesources and Geotechnology, 27, p. 53-77
Pipe-soil interaction testing for a deepwater project on soft clay D. Bruton, D. White, T. Langford, A. Hill, 2009, Proceedings of the 1st Annual Subsea Technology Conference:, CD, p. 1-7
Techniques for the assessment of pipe-soil interaction forces for future deepwater developments D. Bruton, D. White, T. Langford, A. Hill, 2009, Proceedings of the 2009 Offshore Technology Conference:, CD, p. OTC 20096
Effect of remolding and reconsolidation on the touchdown stiffness of a steel catenary riser: observations from centrifuge modeling M. Hodder, D. White, M. Cassidy, 2009, Proceedings of the 2009 Offshore Technology Conference:, CD, p. OTC 19871
