Moavenian, M. H., Nazem, M., Carter, J. P., Randolph, M. F.. Elsevier; 2016. Numerical analysis of penetrometers free-falling into soil with shear strength increasing linearly with depth.
O'Loughlin, C. D., Nazem, M., Chow, S. H., Randolph, M. F., Gaudin, C., White, D. J.. Australian Geomechanics Society; 2014. Dynamic embedment of projectiles in clay.
Merifield, R. S., White, D. J., Randolph, M. F.. IACMAG; 2008. The effect of pipe-soil interface conditions on the undrained breakout resistance of partially-embedded pipelines.
Merifield, R. S., White, D. J., Randolph, M. F.. American Society of Civil Engineers (ASCE); 2009. Effect of surface heave on response of partially embedded pipelines on clay.
Merifield, R., White, D. J., Randolph, M. F.. Institution of Civil Engineers / Thomas Telford Ltd.; 2008. The ultimate undrained resistance of partially embedded pipelines.
Gaudin, C., O'Loughlin, C. D., Randolph, M. F., Cassidy, M. J., Wang, D., Tian, Y., Hambleton, J. P., Merifield, R. S.. Australian Geomechanics Society; 2014. Advances in offshore and onshore anchoring solutions.