The behaviour of drag anchors in layered calcareous soils M. O'Neill, M. Randolph, 1998, Centrifuge 98:, 1, p. 793-798
The Behaviour of Drag Anchors in Layered Soils M. O'Neill, M. Randolph, A. House, 1998, Proceedings of the Eighth (1998) International Offshore and Polar Engineering Conference:, 1, p. 515-520
Improved seabed strength profiling using T-Bar Penetrometer M. Randolph, P. Hefer, J. Geise, P. Watson, 1998, Proceedings of the International Conference Offshore Site Investigation and Foundation Behaviour 'New Frontiers':, n/a, p. 221-235
Modelling of Offshore Foundations Part 2: Anchoring Systems M. Randolph, 1998, In: Australian Geomechanics, 33, p. 3-15
Modelling of offshore foundations Part I: Bearing Capacity M. Randolph, 1998, In: Australian Geomechanics, 33, p. 5-22
Performance of Suction Anchors in Fine-Grained Calcareous Soils M. Randolph, M. O'Neill, D. Stewart, C. Erbrich, 1998, OTC '98 Proceedings:, n/a, p. 521-529
Experience with a new drum centrifuge D. Stewart, R. Boyle, M. Randolph, 1998, Centrifuge 98:, 1, p. 35-40
Failure envelopes for caisson foundations in calcareous sediments P. Watson, M. Randolph, 1998, In: Applied Ocean Research, n/a, p. 83-94
Skirted foundations in calcareous soil P. Watson, M. Randolph, 1998, In: Proceedings of the ICE : Geotechnical Engineering, 131, p. 171-179
Strength profiling in soft offshore soils P. Watson, T. Newson, M. Randolph, 1998, Geotechnical Site Characterization:, 2, p. 1389-1394
Determining Strength of Calcareous Sediments in the Geotechnical Centrifuge P. Watson, 1998, Proceedings of the Third Australia - New Zealand Young Geotechnical Professsionals Conference:, n/a, p. 151-156
On the definition of raft-soil stiffness ratio for rectangular rafts K. Horikoshi, M. Randolph, 1997, In: Géotechnique, 47, p. 1055-1061
Optimum design of piled raft foundations K. Horikoshi, M. Randolph, 1997, Proceedings of the Fourteenth International Conference on Soil Mechanics and Foundatin Engineering:, 2, p. 1073-1076
Compressibility and crushability of calcareous soils H. Joer, M. Ismail, M. Randolph, 1997, Mechanics of Structure and Materials:, n/a, p. 519-524
Modelling the cone penetrometer test in layered material H. Joer, M. Randolph, 1997, Proceedings of the International Conference on Rehabilitation and Development of Civil Engineering Infrastructure System:, 1, p. 73-84
A numerical model for large deformation problems in driving of open-ended piles D. Liyanapathirana, A. Deeks, M. Randolph, 1997, Numerical Models in Geomechanics:, 6, p. 533-538`
Reply to “The static equilibrium of drag anchors in sand” S. Neubecker, M. Randolph, 1997, In: Canadian Geotechnical Journal, 34, p. 636
A novel procedure for testing model drag anchors M. O'Neill, M. Randolph, S. Neubecker, 1997, The Proceedings of the Seventh (1997) International Offshore and Polar Engineering Conference:, 2, p. 939-945
A yield envelope design approach for caisson foundations in calcareous sediments P. Watson, M. Randolph, 1997, BOSS '97 Eighth International Conference on the Behaviour of Offshore Structures:, 2, p. 259-272
