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    Numerical Investigation of Bearing Capacity of Spudcan Foundations in Clay Overlying Sand under Combined Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 011
    Author(s): Yifa Wang; Mark J. Cassidy; Britta Bienen
    Publisher: ASCE
    Abstract: The evaluation of the foundation capacity under combined vertical, horizontal, and moment loading is an essential element of the site-specific assessment that ensures mobile jackup rigs are safe to operate in large storms. ...
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    Effects of Monopile Installation on Subsequent Lateral Response in Sand. I: Pile Installation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 005:;page 04021021-1
    Author(s): Shengsheng Fan; Britta Bienen; Mark F. Randolph
    Publisher: ASCE
    Abstract: Monopiles are widely used as the foundation to support offshore wind turbines (OWTs). The response of monopile-supported OWTs is strongly affected by the natural frequency of the system relative to the load spectrum, and ...
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    Long-Term Response of Piles to Cyclic Lateral Loading Following Vibratory and Impact Driving in Water-Saturated Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 011:;page 04022097
    Author(s): Patrick Staubach; Jan Machaček; Britta Bienen; Torsten Wichtmann
    Publisher: ASCE
    Abstract: The influence of the pile installation by vibratory or impact driving on the response to subsequent cyclic lateral loading, as faced in the offshore environment, is investigated numerically. Large-deformation analyses of ...
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    Effects of Monopile Installation on Subsequent Lateral Response in Sand. II: Lateral Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 005:;page 04021022-1
    Author(s): Shengsheng Fan; Britta Bienen; Mark F. Randolph
    Publisher: ASCE
    Abstract: Monopiles under in-service conditions are subjected to lateral forces and resultant bending moments from the offshore environment. The subsequent lateral response following installation is significantly influenced by the ...
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    Investigation of the Load-Sharing Mechanisms of Suction Buckets during Vertical Cyclic Loading in Layered Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 010:;page 04024094-1
    Author(s): Francisco da Silva Pereira; Britta Bienen; Conleth D. O’Loughlin
    Publisher: American Society of Civil Engineers
    Abstract: Suction bucket jackets have been used as foundations for offshore wind turbines in intermediate water depths where layered soil stratigraphies are often encountered. Although suction installation in layered soils has been ...
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    Pressure Cycling of Suction Buckets in Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 003:;page 04025004-1
    Author(s): Senthen Amuthan Mani; Conleth O’Loughlin; Britta Bienen
    Publisher: American Society of Civil Engineers
    Abstract: Suction buckets are being increasingly considered as foundations for offshore wind turbines, as they can be installed by pumping water from the interior of the bucket, minimizing acoustic emissions. A key design consideration ...
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    Undrained Bearing Capacity of Deeply Buried Flat Circular Footings under General Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 003
    Author(s): Youhu Zhang; Britta Bienen; Mark J. Cassidy; Susan Gourvenec
    Publisher: American Society of Civil Engineers
    Abstract: Estimation of a footing’s bearing capacity under general loading is a topic of wide interest, especially for the offshore energy industry. Although there have been several studies in the past few decades on shallow footings ...
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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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    Pressure-Cycled Installation of Suction Buckets in Sand and Layered Soil Profiles 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 001:;page 04024142-1
    Author(s): Senthen Amuthan Mani; Britta Bienen; Conleth D. O’Loughlin
    Publisher: American Society of Civil Engineers
    Abstract: Installation refusal is a key design consideration for suction buckets. Pressure cycling, whereby the bucket is cycled vertically by reversing the pump flow, has been identified as one of the potential strategies to overcome ...
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    Response of Piles with Wings to Monotonic and Cyclic Lateral Loading in Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 003
    Author(s): Britta Bienen; Jan Dührkop; Jürgen Grabe; Mark F. Randolph; David J. White
    Publisher: American Society of Civil Engineers
    Abstract: Piles are required to withstand large lateral loads compared with the imposed vertical loads in certain applications in the offshore environment, such as for foundations for offshore wind turbines or as anchors for floating ...
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