Centrifuge model tests of helical anchors in clay D. Wang, C. Gaudin, R. Merifield, Y. Hu, 2010, Physical Modelling in Geotechnics:, 1, p. 1069-1074
Interpretation of T-bar penetrometer tests at shallow embedment and in very soft soils D. White, C. Gaudin, N. Boylan, H. Zhou, 2010, In: Canadian Geotechnical Journal, 47, p. 218-229
Effect of gapping on the transient and sustained uplift capacity of a shallow skirted foundation in clay H. Acosta-Martinez, S. Gourvenec, M. Randolph, 2010, In: Soils and Foundations, 50, p. 725-735
Recommended practice for full flow penetrometer testing and analysis J. Dejong, N. Yafrate, D. Degroot, H. Low, M. Randolph, 2010, In: Geotechnical Testing Journal, 33, p. GJT102468
Consolidation beneath circular skirted foundations S. Gourvenec, M. Randolph, 2010, In: International Journal of Geomechanics, 10, p. 22-29
Deep-penetrating spudcan foundations on layered clays: centrifuge tests M. Hossain, M. Randolph, 2010, In: Geotechnique, 60, p. 157-170
Deep-penetrating spudcan foundations on layered clays: numerical analysis M. Hossain, M. Randolph, 2010, In: Geotechnique, 60, p. 171-184
Experimental investigation of punch-through potential for spudcan foundations M. Hossain, M. Randolph, 2010, Proceedings of the 7th International Conference on Physical Modelling in Geotechnics:, CD, p. 1025-1031
FE Modelling of spudcan deep penetration in this crust over soft clay incorporating strain rate and strain softening effect M. Hossain, M. Randolph, 2010, Proceedings of the 20th International Offshore and Polar Engineering Conference (ISOPE):, 2, p. 443-449
Variable penetration rate CPT in an intermediate soil R. Jaeger, J. Dejong, R. Boulanger, H. Low, M. Randolph, 2010, Proceedings of the 2nd International Symposium on Cone Penetrometer Testing (CPT):, CD, p. 8 pp
A parametric study on effects of environmental loadings on fatigue life of steel catenary risers (Using a nonlinear cyclic riser-soil interaction model) M. Kimiaei, M. Randolph, I. Ting, 2010, Proceedings of the 29th International Conference on Ocean Offshore and Arctic Engineering (OMAE):, CD, p. OMAE2010-21153
Estimation of intact and remoulded undrained shear strengths from penetration tests in soft clays H. Low, T. Lunne, K. Andersen, M. Sjursen, X. Li, M. Randolph, 2010, In: Geotechnique, 60, p. 843-859
Strength Measurement for Near-Seabed Surface Soft Soil Using Manually Operated Miniature Full-Flow Penetrometer H. Low, M. Randolph, 2010, In: Journal of Geotechnical and Geoenvironmental Engineering, 36, p. 1565-1573
Response of a solid infinite cylinder embedded in a poroelastic medium and subjected to a lateral load A. Osman, M. Randolph, 2010, In: International Journal of Solids and Structures, 47, p. 2414-2424
Parametric solutions for slide impact on pipelines M. Randolph, D. Seo, D. White, 2010, In: Journal of Geotechnical and Geoenviromental Engineering, 136, p. 940-949
The influence of seabed response on fatigue performance of steel catenary risers in touchdown zone H. Shiri Ghaleh Jugh, M. Randolph, 2010, Proceedings of the 29th International Conference on Ocean Offshore and Arctic Engineering (OMAE):, CD, p. OMAE2010-20051
The effect of pile shape on the horizontal shaft stress during installation in sand S. Taenaka, D. White, M. Randolph, 2010, Proceedings of the 7th International Conference on Physical Modelling in Geotechnics:, CD, p. 835-840
Large-deformation finite element analysis of pipe penetration and large-amplitude lateral displacement D. Wang, D. White, M. Randolph, 2010, In: Canadian Geotechnical Journal, 47, p. 842-856
Three-dimensional large deformation finite-element analysis of plate anchors in uniform clay D. Wang, Y. Hu, M. Randolph, 2010, In: Journal of Geotechnical and Geoenvironmental Engineering, 136, p. 355-365
Pipeline embedment in soft fine-grained soils: field observations and numerical simulations Z. Westgate, M. Randolph, D. White, P. Brunning, 2010, Proceedings of the Offshore Technology Conference 2010:, CD, p. OTC20407
