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    Assessment of Offshore Platforms Under Subsidence—Part I: Approach 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2000:;volume( 122 ):;issue: 004:;page 260
    Author(s): Joseph M. Gebara; Dan Dolan; Stuart Pawsey; Philippe Jeanjean; Knut Dahl-Stamnes
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This is the first of four companion papers that present a comprehensive assessment of the effect of sea floor subsidence on the Valhall complex of platforms. The study has included an estimate ...
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    Validation of Monotonic and Cyclic p-y Framework by Lateral Pile Load Tests in Stiff, Overconsolidated Clay at the Haga Site 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 009
    Author(s): Youhu Zhang; Knut H. Andersen; Philippe Jeanjean; Kjell Karlsrud; Torgeir Haugen
    Publisher: ASCE
    Abstract: Pile foundations supporting offshore structures, such as jacket platforms and wind turbines, are subjected to cyclic lateral loading. The capacity and deformation of these pile foundations under cyclic lateral loading are ...
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    CPT-Based Axial Capacity Design Method for Driven Piles in Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 009:;page 04022069
    Author(s): Barry M. Lehane; Zhongqiang Liu; Eduardo J. Bittar; Farrokh Nadim; Suzanne Lacasse; Nezam Bozorgzadeh; Richard Jardine; Jean-Christophe Ballard; Pasquale Carotenuto; Kenneth Gavin; Robert B. Gilbert; Jens Bergan-Haavik; Philippe Jeanjean; Neil Morgan
    Publisher: ASCE
    Abstract: There are clear advantages in the establishment of reliable, direct cone penetration test (CPT) based methods for assessment of the axial capacity of driven piles. These advantages motivated the formation of a joint industry ...
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