New mechanism-based design approach for spudcan foundations on stiff-over-soft clay M. Hossain, M. Randolph, 2009, Proceedings of the 2009 Offshore Technology Conference:, CD, p. OTC19907
New simplified conceptual model for spudcan foundations on sand overlying clay soils K. Lee, M. Randolph, M. Cassidy, 2009, Proceedings of the 2009 Offshore Technology Conference:, CD, p. OTC 20012
Effect of Surface Heave on Response of Partially Embedded Pipelines on Clay R. Merifield, D. White, M. Randolph, 2009, In: Journal of Geotechnical and Geoenvironmental Engineering, 135, p. 819-829
Non-linear hysteretic seabed model for catenary pipeline contact M. Randolph, P. Quiggin, 2009, Proceedings of the ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering (OMAE2009):, CD, p. OMAE2009-79259
Optimised design of combined pile raft foundations O. Reul, M. Randolph, 2009, Proceedings of the ISSMGE (TC 18) Int. Conf. on Deep Foundations - CPRF and Energy Piles:, N/A, p. 1-21
CPT-based method for the installation of suction caissons in sand M. Senders, M. Randolph, 2009, In: Journal of Geotechnical & Geoenvironmental Engineering, 135, p. 14-25
Closure discussion of “Variation of suction pressure during installation in sand” M.N. Tran and M.F. Randolph (2008). Geotechnique 58, 1, 1-11 M. Tran, M. Randolph, 2009, In: Geotechnique, 59, p. 74
Numerical simulations of dynamic embedment during pipe laying on soft clay D. Wang, D. White, M. Randolph, 2009, Proceedings of the ASME 2009 International Conference on Ocean, Offshore and Arctic Engineering (OMAE2009):, CD, p. OMAE2009-79199
Video observations of dynamic embedment during pipelaying in soft clay Z. Westgate, D. White, M. Randolph, 2009, Proceedings of the ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering (OMAE2009):, CD, p. OMAE2009-79814
Evaluation of remolded shear strength and sensitivity of soft clay using full flow penetrometers N. Yafrate, J. Dejong, D. Degroot, M. Randolph, 2009, In: Journal of Geotechnical and Geoenvironmental Engineering, 135, p. 1179-1189
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
Trench interaction forces during lateral SCR movement in deepwater clays J. Oliphant, A. Maconochie, D. White, M. Bolton, 2009, Proceedings of the 2009 Offshore Technology Conference:, CD, p. OTC 19944
