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
Measuring soil deformation in geotechnical models using digital images and PIV analysis D. White, W. Take, M. Bolton, 2001, Computer Methods and Advances in Geomechanics:, 1, p. 997-1002
FE Analysis for T-Bar and Spherical Penetrometers in Cohesive Soil Q. Lu, Y. Hu, M. Randolph, 2000, ISOPE 2000:, Vol II, p. 617-623
Pore pressure generation in cyclic simple shear tests on calcareous sediments X. Mao, M. Fahey, M. Randolph, 2000, Development in Theoretical Geomechanics - The John Booker Memorial Symposium:, n/a, p. 371-381
Effect of strength anisotropy on capacity of foundations M. Randolph, 2000, Developments in Theoretical Geomechanics - The John Booker Memorial Symposium:, n/a, p. 313-327
Foundation design in cemented soils M. Randolph, H. Joer, D. Airey, 2000, Proceedings of the Second International Symposium on Hard Soils-Soft Rocks The Geotechnics of Hard Soils - Soft Rocks:, 3, p. 1373-1387
Limiting resistance of a spherical penetrometer in cohesive material M. Randolph, C. Martin, Y. Hu, 2000, In: Geotechnique, 50, p. 573-582
Pile-soil interaction for dynamic and static loading M. Randolph, 2000, Application of Stress-Wave Theory to Piles - Quality Assurance on Land and Offshore Piling:, Appendix, p. 3-11
Shallow foundation design in calcareous sediments M. Randolph, C. Erbrich, 2000, Engineering for Calcareous Sediments:, 2, p. 361 - 378
Evaluating undrained shear strength using the vane shear apparatus P. Watson, N. Suemasa, M. Randolph, 2000, The Proceedings of The Tenth (2000) International OFFSHORE AND POLAR ENGINEERING CONFERENCE:, Vol II, p. 485-493
Modelling the Vertical Response of Untrenched Offshore Pipelines J. Zhang, D. Stewart, M. Randolph, 2000, Modelling the Vertical Response of Untrenched Offshore Pipelines:, 2, p. 360-367
