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
Centrifuge modelling of pile groups adjacent to surcharge loads M. Bransby, S. Springman, 1997, In: Soils and Foundations, 37, p. 39-49
Finite element modelling of skirted strip footings subject to combined loading M. Bransby, M. Randolph, 1997, The Proceedings of the Seventh (1997) International Offshore and Polar Engineering Conference:, II, p. 791-796
Shallow foundations subject to combined loadings M. Bransby, M. Randolph, 1997, Computer Methods and Advances in Geomechanics:, 3, p. 1947-1952
The plugging behaviour of driven and jacked piles in sand A. De Nicola, M. Randolph, 1997, In: Géotechnique, 47, p. 841-856
Load transfer curves for piles in calcareous sand G. Dyson, M. Randolph, 1997, BOSS '97 Eighth International Conference on the Behaviour of Offshore Structures:, 2, p. 245-258
Non-linear visco-elastic analysis of piles through spreadsheet program W. Guo, M. Randolph, 1997, Computer Methods and Advances in Geomechanics:, 3, p. 2105-2110
Vertically loaded piles in non-homogeneous media W. Guo, M. Randolph, 1997, In: International Journal of Numerical and Analytical Methods in Geomechanics, 21, p. 507-532
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
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
3-D Finite Element Modelling of Pile Groups Adjacent to Surcharge Loads M. Bransby, S. Springman, 1996, In: Computers and Geotechnics, 19, p. 301-324
Difference between load-transfer relationships for laterally loaded pile groups M. Bransby, 1996, In: Journal of Geotechnical Engineering, 122, p. 1015-1017
