Drag anchor fluke-soil interaction in clays M. Bransby, M. O'Neill, 1999, Numerical Models in Geomechanics NUMOG VII:, n/a, p. 489-494
Elasto-plastic modelling of bucket foundations M. Bransby, C. Martin, 1999, Numerical Models in Geomechanics NUMOG VII:, n/a, p. 425 - 430
Selection of load-transfer functions for passive lateral loading of pile groups M. Bransby, S. Springman, 1999, In: Computers and Geotechnics, 24, p. 155-184
SELECTION OF p-y CURVES FOR THE DESIGN OF SINGLE LATERALLY LOADED PILES M. Bransby, 1999, In: International Journal for Numerical and Analytical Methods in Geomechanics, 23, p. 1909 - 1926
THE EFFECT OF EMBEDMENT DEPTH ON THE UNDRAINED RESPONSE OF SKIRTED FOUNDATIONS TO COMBINED LOADING M. Bransby, M. Randolph, 1999, In: Soils and Foundations, 39, p. 19-34
The Effect of Skirted Foundation Shape on Response to Combined V-M-H Loadings M. Bransby, M. Randolph, 1999, In: International Journal of Offshore and Polar Engineering, 9, p. 214-218
DYNAMIC AND STATIC LOAD TESTING OF MODEL PILES DRIVEN INTO DENSE SAND D. Bruno, M. Randolph, 1999, In: Journal of Geotechnical and Geoenvironmental Engineering, 125, p. 988-998
Centrifuge modelling of pipe piles in sand under axial loads A. De Nicola, M. Randolph, 1999, In: Geotechnique, 49, p. 295-318
Lateral loading response of piles in calcareous sediments G. Dyson, M. Randolph, 1999, Analysis, Design, Construction, and Testing of Deep Foundations Proceedings of the OTRC '99 Conference:, n/a, p. 17-36
An efficient approach for settlement prediction of pile groups W. Guo, M. Randolph, 1999, In: Geotechnique, 49, p. 161-179
ESTIMATION OF OVERALL SETTLEMENT OF PILED RAFTS K. Horikoshi, M. Randolph, 1999, In: Soils and Foundations, 39, p. 59-68
Limiting Aspect Ratio for Suction Caisson Installation in Clay A. House, M. Randolph, M. Borbas, 1999, The Proceedings of the Ninth (1999) International Offshore and Polar Engineering Conference:, 1, p. 676-683
Bearing response of skirted foundation on nonhomogeneous soil Y. Hu, M. Randolph, P. Watson, 1999, In: Journal of Geotechnical and Geoenvironmental Engineering, 125, p. 924-935
Plate-penetrometer penetration into NC soil using H-adaptive FE Method Y. Hu, M. Randolph, 1999, Numerical Models in Geomechanics NUMOG VII:, n/a, p. 501-506
Cone penetrometer testing in calcareous sediments H. Joer, R. Jewell, R. Jewell, M. Randolph, M. Randolph, 1999, Proceedings of the Second International Conference on Engineering for Calcareous Sediments:, 1, p. 243-252
Friction Capacity of Grouted Interfaces Using the Direct Shear Test H. Joer, S. Ong, M. Randolph, 1999, Proceedings 8th Australia New Zealand Conference on Geomechanics Hobart:, 1, p. 405-411
Friction capacity of model grouted piles in calcareous sediments H. Joer, M. Randolph, 1999, Proceedings of the Second International Conference on Engineering for Calcareous Sediments:, 1, p. 7-15
Analysis of Open-Ended Piles Subjected to Multiple Hammer Blows Using a Large-Strain Finite Element Procedure D. Liyanapathirana, A. Deeks, M. Randolph, 1999, The Proceedings of the Ninth (1999) International Offshore and Polar Engineering Conference:, 1, p. 700-705
Application of Stress Smoothing Techniques to a Finite Element Pile Driving Analysis D. Liyanapathirana, A. Deeks, M. Randolph, 1999, Proceedings 8th Australia New Zealand Conference on Geomechanics Hobart:, 1, p. 413-419
