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    Effects of Consolidation under a Penetrating Footing in Carbonate Silty Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 009
    Author(s): Britta Bienen; Raffaele Ragni; Mark J. Cassidy; Samuel A. Stanier
    Publisher: American Society of Civil Engineers
    Abstract: The effects of consolidation under a footing are generally viewed as beneficial due to the resulting increased capacity. Consolidation may also be actively sought because it minimizes footing embedment, which can be critical ...
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    Observations of the Effects of a Clay Layer on Suction Bucket Installation in Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 005
    Author(s): Raffaele Ragni; Britta Bienen; Conleth D. O’Loughlin; Samuel A. Stanier; Mark J. Cassidy; Neil Morgan
    Publisher: ASCE
    Abstract: Suction buckets are becoming established as a viable foundation solution for offshore wind turbines. In sand, suction-induced seepage flow reduces effective stresses at the skirt tips, which decreases penetration resistance. ...
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