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
The Behaviour of Drag Anchors in Layered Soils M. O'Neill, M. Randolph, A. House, 1999, In: International Journal for Offshore and Polar Engineers, 9, p. 73-78
Frictional behaviour in calcareous soils S. Ong, H. Joer, M. Randolph, 1999, Proceedings of the Second International Conference on Engineering for Calcareous Sediments:, 1, p. 219-228
Design of shallow foundations for calcareous sediments M. Randolph, C. Erbrich, 1999, Proceedings of The Second International Conference on Engineering for Calcareous Sediments:, 2, p. 361-378
Foundation Systems in Calcareous Sediments M. Randolph, 1999, Australasian Oil and Gas Conference Proceedings Manual:, Session 4B Offshore Foundation, p. 1-10
Panel discussion: Central pile support for piled raft foundations M. Randolph, 1999, Proceedings of the Fourteenth International Conference on Soil Mechanics and Foundation Engineering:, 4, p. 2257-2258
SITE CHARACTERISATION AND FOUNDATION DESIGN IN SOFT SEDIMENTS M. Randolph, P. Watson, M. Fahey, 1999, GEOShore International Conference on Offshore and Nearshore Geotechnical Engineering:, n/a, p. 35-47
Analytical solution for pile hammer impact W. Take, A. Valsangkar, M. Randolph, 1999, In: Computers and Geotechnics, 25, p. 57-74
An Elasto-Plastic Model for Pipe-Soil Interaction of Unburied Pipelines J. Zhang, M. Randolph, D. Stewart, 1999, The Proceedings of the Ninth (1999) International Offshore and Polar Engineering Conference:, 2, p. 185-192
Modelling Pipe-Soil Interaction for Offshore Pipelines in Sand J. Zhang, D. Stewart, M. Randolph, 1999, Proceedings 8th Australia New Zealand Conference on Geomechanics Hobart:, 2, p. 1005-1011
Vertical-Horizontal Loading of Skirted Foundations Compared with Vertical-Torsional Loading M. Fahey, P. Watson, T. Tremain, 1999, The Proceedings of the Ninth (1999) International Offshore and Polar Engineering Conference:, 1, p. 596-603
