Drained cyclic capacity of plate anchors in dense sand: Experimental and theoretical observations

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    Abstract

    This paper provides experimental evidence that shows that the drained cyclic capacity of a plate anchor in dry dense sand may be higher than the equivalent monotonic capacity. The experimental data show that when cyclic loading is low relative to the monotonic capacity, increases in the eventual capacity are observed; when the magnitudes of the cyclic loads are closer to the monotonic capacity, no increases in capacity are observed. These responses are explained in the paper using an elasto-plastic macro-element model extended with expandable bounding and memory surfaces that address the increase in strength or stiffness caused by changes in soil density and fabric when the anchor is subject to cyclic loading in dense sand.
    Original languageEnglish
    Pages (from-to)80-85
    JournalGeotechnique Letters
    Volume5
    Issue number2
    DOIs
    Publication statusPublished - Feb 2015

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