The use of pressed-in H-piles for large foundation structures D. White, 2002, Proceedings of the 7th BGA Young Geotechnical Engineers Symposium:, 1, p. 2
Effect of interface friction on Nc value for plate-penetrometer Y. Hu, P. Waston, M. Randolph, 2001, Computer Methods and Advances in Geomechanics:, 2, p. 931-936
Shear strength of soft soil determined from element tests and penetration tests H. Joer, M. Fahey, M. Randolph, B. Bhattarai, 2001, Proceedings of the Fifteenth International Conference on Soil Mechanics and Geotechnical Engineering:, 1, p. 137-140
Assessment of the load transfer method for multi-layered soil profiles K. Lin, M. Randolph, C. Cho, 2001, Computer Methods and Advances in Geomechanics:, 2, p. 1473-1478
Behaviour of thin-walled open-ended piles during driving D. Liyanapathirana, A. Deeks, M. Randolph, 2001, Computational Mechanics - New Frontiers for the New Millenium, Proceedings of the 1st Asian-Pacific Congress on Computat:, 1, p. 393-398
Deep penetration in soft clay with strength increasing with depth Q. Lu, Y. Hu, M. Randolph, 2001, The Proceedings of the 11th International Offshore and Polar Engineering Conference:, 2, p. 453-458
Applications of the lower and upper bound theorems of plasticity to collapse of circular foundations C. Martin, C. Martin, M. Randolph, 2001, Computer Methods and Advances in Geomechanics:, 2, p. 1417-1428
Modelling of drag anchors in a drum centrifuge M. O'Neill, M. Randolph, 2001, In: International Journal of Physical Modelling in Geotechnics, 1, p. 29-41
On the superposition of plasticity dissipated work in upper bound limit analysis A. Puzrin, M. Randolph, 2001, In: Proceedings of the Royal Society of London Series A-Mathematical, Physical and Engineering Sciences, Series A, p. 567-586
Computational and physical modelling of penetration resistance M. Randolph, 2001, Computational Fluid and Solid Mechanics:, 1, p. 429-430
The complementary roles of physical and computational modelling M. Randolph, A. House, 2001, In: International Journal of Physical Modelling in Geotechnics, 1, p. 1-8
Analysis of cavity expansion in sand R. Salgado, M. Randolph, 2001, In: International Journal of Geomechanics, 1, p. 175-192
A general model for the behaviour of offshore pipelines on sand J. Zhang, J. Blinco, D. Stewart, M. Randolph, 2001, Proceedings of the 15th International Conference on Soil Mechanics and Geotechnical Engineering:, 2, p. 1323-1326
Centrifuge modelling of drained behaviour for pipelines shallowly embedded in calcareous sand. J. Zhang, D. Stewart, M. Randolph, 2001, In: International Journal of Physical Modelling in Geotechnics, 1, p. 25-39
Report on the first international young geotechnical engineers conference P. Watson, 2001, In: Australian Geomechanics Journal, 36, p. 92-93
Empirical pile design based on cone penetrometer data: an explanation for the reduction of unit base resistance between CPTs and piles X. Borghi, D. White, M. Bolton, S. Springman, 2001, Proceedings of the 5th International Conference on Deep Foundation Practice:, 1, p. 125-132
The observation of soil microstructure under load Y. Cheng, D. White, E. Bowman, M. Bolton, K. Soga, 2001, Proceedings of the 4th International Conference on micromechanics of granular media, powder and grains:, 1, p. 69-72
Press-in-piling: the installation of instrumented steel tubular piles with and without driving shoes T. Finlay, D. White, M. Bolton, T. Nagayama, 2001, Proceedings of the 5th International Conference on Deep Foundation Practice:, 1, p. 199-208
A deformation measurement system for geotechnical testing based on digital imaging, close-range photogrammetry, and PIV image analysis D. White, W. Take, M. Bolton, S. Munauchen, 2001, Proceedings of the 15th International Conference on Soil Mechanics and Geotechnical Engineering:, 1, p. 539-542
Centrifuge modelling of upheaval buckling in sand D. White, A. Barefoot, M. Bolton, 2001, In: International Journal of Physical Modelling in Geotechnics, 2, p. 19-28
