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
Resonant column testing of sands with different viscosity pore fluids E. Ellis, K. Soga, M. Bransby, M. Sato, 2000, In: Journal of Geotechnical and Geoenvironmental Engineering, 126, p. 10-17
Combined Lateral and Vertical Loading of Caisson Foundations P. Watson, M. Randolph, M. Randolph, F. Bransby, 2000, Offshore Technology Conference:, CD, p. paper 12195
Drivability and performance of model piles driven into cemented calcareous sand D. Bruno, M. Randolph, C. Cho, H. Joer, 2000, Application of Stress-Wave Theory to Piles - Quality Assurance on Land and Offshore Piling:, n/a, p. 47-52
Set-up consideration in wave equation analysis of pile drivings – Quality Assurance on Land and Offshore Piling C. Cho, M. Lee, M. Randolph, 2000, Application of Stress-Wave Theory to Piles:, n/a, p. 41-46
Sample Preparation Technique for Artificially Cemented Soils M. Ismail, M. Ismail, H. Joer, M. Randolph, M. Randolph, 2000, In: Geotechnical Testing Journal, 23, p. 171-177
Small and large strain behaviour of a calcareous soil lithified by different cements M. Ismail, S. Sharma, M. Randolph, 2000, GeoEng 2000 Conference:, CD, p. proceedings on CD
Application of stress smoothing methods to a finite element pile driving analysis D. Liyanapathirana, A. Deeks, M. Randolph, 2000, In: Engineering Computations (Swansea, Wales), 17, p. 218-234
Numerical modelling of large deformations associated with driving of open-ended piles D. Liyanapathirana, A. Deeks, M. Randolph, 2000, In: International Journal for Numerical and Analytical Methods in Geomechanics, 24, p. 1079-1101
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
