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    Cyclic Capacity of Monopiles in Sand under Partially Drained Conditions: A Numerical Approach 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 002:;page 04022129-1
    Author(s): Hans Petter Jostad; Haoyuan Liu; Nallathamby Sivasithamparam; Raffaele Ragni
    Publisher: American Society of Civil Engineers
    Abstract: Cyclic loading of saturated sand under partially drained conditions may lead to accumulated strains, pore pressure buildup, and consequently reduced effective stress, stiffness, and shear strength. This will affect the ...
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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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