Effect of strength non-homogeneity on the bearing capacity of circular skirted foundations subjected to cyclic loading S. Gourvenec, M. Randolph, 2002, The Proceedings of the 12th International Offshore and Polar Engineering Conference:, 2, p. 693 - 698
Three-dimensional finite element analysis of combined loading of skirted foundations on non-homogeneous clay S. Gourvenec, M. Randolph, 2002, Numerical Models in Geomehanics - NUMOG VIII:, n/a, p. 439 - 444
Centrifuge modelling of caisson capacity under uplift loading A. House, M. Randolph, 2002, Constitutive and centrifuge geotechnical modelling: two extremes:, n/a, p. 217 - 222
Bearing capacity of caisson foundations on normally consolidated clay Y. Hu, M. Randolph, 2002, In: Soils and Foundations, 42, p. 71 - 77
Pullout capacity of circular plate anchor in clay – FE analysis Y. Hu, M. Randolph, 2002, Numerical Models in Geomechanics:, 1, p. 507-513
Cementation of porous materials using calcite M. Ismail, H. Joer, M. Randolph, A. Meritt, 2002, In: Geotechnique, 52, p. 313 - 324
Effect of cement type on shear behaviour of cemented calcareous soils M. Ismail, H. Joer, W. Sim, M. Randolph, 2002, In: Journal of Geotechnical and Geoenvironmental Engineering, 128, p. 520 - 529
Evaluation of a minimum base resistance for driven pipe piles in siliceous sand B. Lehane, M. Randolph, 2002, In: Journal of Geotechnical and Geoenvironmental Engineering, 128, p. 198 - 205
Penetration analysis of spudcan foundations in Nc clay Z. Mehryar, Y. Hu, M. Randolph, 2002, Proceedings of the 12th International Offshore and Polar Engineering Conference:, 2, p. 679 - 684
XVII Manuel Rocha Lecture: Foundation and anchoring systems in soft sediments M. Randolph, 2002, In: Revista Geotecnia, 94, p. 7 - 33
Study of the influence of finite element mesh refinement on the calculated bearing behaviour of a piled raft O. Reul, M. Randolph, 2002, Numerical Models in Geomechanics - NUMOG VIII:, n/a, p. 259 - 264
Simulating the overturning of mobile crane caused by punching failure of ground S. Tamate, N. Horii, Y. Toyosawa, N. Suemasa, T. Katada, M. Randolph, 2002, Physical Modelling in Geotechniques - ICPMG 02:, n/a, p. 595 - 600
Kinematic hardening model for pipeline-soil interaction under various loading conditions J. Zhang, D. Stewart, M. Randolph, 2002, In: International Journal of Geomechanics, 2, p. 419 - 446
Modelling of shallowly embedded offshore pipelines in calcareous sand J. Zhang, D. Stewart, M. Randolph, 2002, In: Journal of Geotechnical and Geoenvironmental Engineering, 128, p. 363 - 371
Vertical load-displacement response of untrenched offshore pipelines on calcareous sand J. Zhang, D. Stewart, M. Randolph, 2002, In: International Journal of Offshore and Polar Engineering, 12, p. 74-80
Discussion on problems governed by deformation D. White, S. Springman, T. Weber, 2002, Proceedings of the Workshop on Constitutive and Centrifuge Modelling: Two Extremes:, n/a, p. 291-310
Observing friction fatigue on a jacked pile D. White, M. Bolton, 2002, Proceedings of the Workshop on Constitutive and Centrifuge Modelling: Two Extremes:, n/a, p. 347-354
Press-in piling: Ground vibration and noise during pile installation D. White, T. Finlay, M. Bolton, G. Bearss, 2002, Deep Foundations 2002: An International Perspective on Theory, Design, Construction and Performance:, 1, p. 363-371
Soil deformation around a displacement pile in sand D. White, M. Bolton, 2002, Proceedings of International Conference on Physical Modeling in Geotechnics: ICPMG 02:, 1, p. 649-654
The measurement of soil deformation using image analysis D. White, 2002, Proceedings of the International Symposium on Geotechnical Engineering & High-technology:, CD, p. CD
