Cyclic Loading Behaviour of Fine-Grained Calcareous Soils: Effect of Mean and Cyclic Stress Level X. Mao, M. Fahey, M. Randolph, 1999, The Proceedings of the Ninth (1999) International Offshore and Polar Engineering Conference:, 1, p. 548-555
Evaluation of the MIT-S1 soil model for a fine-grained calcareous soil X. Mao, M. Randolph, M. Fahey, 1999, Proceedings of the Second International Conference on Engineering for Calcareous Sediments:, 1, p. 157-165
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
Combined loading of skirted foundations M. Bransby, M. Randolph, 1998, In: Geotechnique: international journal of soil mechanics, 48, p. 637-655
The Effect of Skirted Foundation Shape on Response to Combined V-M-H Loadings M. Bransby, M. Randolph, 1998, The Proceedings of the Eighth (1998) International Offshore and Polar Engineering Conference:, 1, p. 543-548
Recent developments in the analysis of offshore foundations J. Carter, M. Bransby, J. Taiebat, M. Islam, 1998, Computer Methods and Advances in Geomechanics:, 4, p. 2435-2444
Effect of pore fluid viscosity on the cyclic behaviour of sands E. Ellis, K. Soga, M. Bransby, M. Sato, 1998, Centrifuge 98:, 1, p. 217-222
Dynamic testing of driven piles in dense sand D. Bruno, M. Randolph, 1998, Centrifuge 98:, 1, p. 519-524
Installation effects on lateral load-transfer curves in calcareous sands G. Dyson, M. Randolph, 1998, Centrifuge 98:, 1, p. 545-550
Rationality of load transfer approach for pile analysis W. Guo, M. Randolph, 1998, In: Computers and Geotechnics, 23, p. 85-112
