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
Vertical capacity of caisson foundations in calcareous sediments P. Watson, M. Randolph, 1997, The Proceedings of the Seventh (1997) International Offshore and Polar Engineering Conference:, 2, p. 784-790
Simple design tools for piled raft foundations P. Clancy, M. Randolph, 1996, In: Géotechnique, 46, p. 313-328
Settlement of pile groups in non-homogeneous soil W. Guo, M. Randolph, 1996, 7th Australia New Zealand Conference on Geomechanics: Geomechanics in a Changing World:, 1, p. 631-636
Torsional piles in non-homogeneous media W. Guo, M. Randolph, 1996, In: Computers and Geotechnics, 19, p. 265-287
Centrifuge modelling of piled raft foundations on clay K. Horikoshi, M. Randolph, 1996, In: Géotechnique, XLV1, p. 741-752
Interpretation of cone resistance in layered soils H. Joer, M. Randolph, Y. Liew, 1996, 7th Australia New Zealand Conference on Geomechanics: Geomechanics in a Changing World:, 1, p. 92-97
Shaft friction of model piles in calcareous soils H. Joer, M. Randolph, S. Ong, 1996, 7th Australia New Zealand Conference on Geomechanics: Geomechanics in a Changing World:, 1, p. 643-648
Residual stress system arising from different methods of pile installation R. Maiorano, C. Viggiani, M. Randolph, 1996, Fifth International Conference on the Application of Stress-Wave Theory to Piles:, 1, p. 518-528
The kinematic behaviour of drag anchors in sand S. Neubecker, M. Randolph, 1996, In: Canadian Geotechnical Journal, 33, p. 584-594
The performance of drag anchor and chain systems in cohesive soil S. Neubecker, M. Randolph, 1996, In: Marine Georesources and Geotechnology, 14, p. 77-96
The static equilibrium of drag anchors in sand S. Neubecker, M. Randolph, 1996, In: Canadian Geotechnical Journal, 33, p. 574-583
Field and laboratory data from pile load tests in calcareous soil M. Randolph, H. Joer, M. Khorshid, A. Hyden, 1996, OTC 96 Proceedings of the Offshore Technology Conference:, 1, p. 327-336
Simple design approaches for piled foundations M. Randolph, 1996, Proceedings of International Symposium on Pile Foundations:, 1, p. 79-108
