Stress-path laboratory tests to characterise the cyclic behaviour of piles driven in sands

Author:

Aghakouchak Amin,Sim Way Way,Jardine Richard James

Funder

Imperial College London

Atkins, Imperial College’s Dixon Scholarship Fund and JAMM Design and Development Engineering Co

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference33 articles.

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

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