Mark Randolph
- Undrained Bearing Capacity of Square and Rectangular Footings. In: International Journal of Geomechanics, v. 6, n. 3 (Mai 2006). (2006):
- Centrifuge modelling of pipe-soil interaction in clay with crust layer. In: Marine Structures, v. 75 (Januar 2021). (2021):
- Buckling of monopod bucket foundations-influence of boundary conditions and soil-structure interaction. In: Wind & Structures, v. 21, n. 6 (Dezember 2015). (2015):
- A new hysteretic seabed model for riser-soil interaction. In: Marine Structures, v. 64 (März 2019). (2019):