This paper is intended to add to this framework by detailing key results from an experimental investigation into the response of the foundation subjected to a variety of cyclic loading regimes. The model tests are conducted at 1g using a complex loading apparatus capable of applying independent control on vertical, horizontal and moment loading at cyclic rates of up to 1Hz. The foundation is embedded in oil saturated sand in a medium to a very dense state, and the typical period of cycling is such that offshore loading conditions are modelled.