1. Altuhafi, F., Jardine, R.J., 2011. Effect of particle breakage and strain path reversal on the properties of sands located near to driven piles. In: Proceedings of the Fifth International Symposium on Deformation Characteristics of Geomaterials, IS-Seoul, vol. 2. IOS Press, Seoul, Korea, pp. 388.
2. Anderson, K.H., Allard, M.A., Hermstad, J., 1994. Centrifuge model tests for a gravity platform on very dense sand; II : Interpretation. In: Proceedings of the 7th International Conference on behaviour of Offshore Structures, BOSS’94, vol. 1. Cambridge, Mass., pp. 255–282.
3. Bearing capacity under cyclic loading-offshore, along the coast, and on land;Andersen;Can. Geotech. J.,2009
4. Cyclic resistant geotechnical design and parameter selection for offshore engineering and other applications. Design for Cyclic Loading: Piles and Other Foundations;Andersen,2013
5. Cyclic degradation of offshore piles. HSE Offshore Technology Report OTO 2000 013;Atkins Consultants Ltd.,2000