Dynamic centrifuge testing of suction caissons in soft clay

A.J. Brennan, S.P.G. Madabhushi, P. Cooper

    Research output: Chapter in Book/Report/Conference proceedingOther chapter contribution

    4 Citations (Scopus)

    Abstract

    Accommodating performance-based seismic design in offshore foundations can allow for substantial reductions in foundation depth, and consequently major cost savings.To validate the seismic performance of a suction caisson-type manifold foundation that was significantly smaller than the conventional design, dynamic centrifuge testing was performed. Two caissons of different depths were installed in normally consolidated clay and subjected to a series of earthquake vibrations. Strength limitations in the clay caused a smaller response in the shallower foundation. The tested design remained within its design limits and was therefore verified.
    Original languageEnglish
    Title of host publicationPhysical modelling in geotechnics
    Subtitle of host publicationproceedings of the Sixth International Conference on Physical Modelling in Geotechnics--6th ICPMG'06, Hong Kong, 4-6 August 2006
    EditorsC.W.W. Ng, L.M. Zhang, Y.H. Wang
    Pages625-630
    Number of pages6
    Volume1-2
    Publication statusPublished - 1 Jan 2006
    Event6th International Conference on Physical Modelling in Geotechnics - Hong Kong, China
    Duration: 4 Aug 20066 Aug 2006
    http://ihome.ust.hk/~gcf/ICPMG2006/

    Publication series

    NameBalkema-proceedings and monographs in engineering, water and earth sciences
    PublisherTaylor & Francis

    Conference

    Conference6th International Conference on Physical Modelling in Geotechnics
    Country/TerritoryChina
    CityHong Kong
    Period4/08/066/08/06
    Internet address

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