Model testing of suction caissons in clay subjected to vertical loading
Author:
Funder
Department of Trade and Industry
Engineering and Physical Sciences Research Council
Publisher
Elsevier BV
Subject
Ocean Engineering
Reference24 articles.
1. Foundation for offshore wind turbines;Byrne;Philosophical Transactions of the Royal Society of London, Series A,2003
2. Transient vertical loading of model suction caissons in a pressure chamber;Kelly;Géotechnique,2006
3. Field tests of anchors in clay II: predictions and interpretation;Andersen;Journal of the Geotechnical Engineering Division ASCE,1993
4. Clukey EC, Morrison MJ, Garnier J, Corté JF. The response of suction caissons in normally consolidated clays to cyclic TLP loading conditions. In: Offshore technology conference. Paper 7796. 1995.
5. El-Gharbawy SL. The pullout capacity of suction caisson foundations for tension leg platforms. Ph.D. thesis. University of Texas at Austin; 1998.
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