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    Evaluating Uncertainty Associated with Engineering Judgement in Predicting the Lateral Response of Conductors 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 005:;page 05022001
    Author(s): M. Guevara; J. P. Doherty; C. Gaudin; P. G. Watson
    Publisher: ASCE
    Abstract: This paper presents the results from a prediction event, organized by the University of Western Australia (UWA) and the National Geotechnical Centrifuge Facility (NGCF), and performed as part of the International Symposium ...
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    A Release-to-Rest Model for Dynamically Installed Anchors 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): C. O’Beirne; C. D. O’Loughlin; C. Gaudin
    Publisher: American Society of Civil Engineers
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    Setup Following Installation of Dynamic Anchors in Normally Consolidated Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 004
    Author(s): M. D. Richardson; C. D. O’Loughlin; M. F. Randolph; C. Gaudin
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a series of centrifuge model tests designed to assess the increase in capacity of dynamic anchors due to setup in normally consolidated clay. The tests involved measurement of the vertical capacity of ...
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    Drained Capacity of a Suction Caisson in Sand under Inclined Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 002
    Author(s): L. Zhao; C. Gaudin; C. D. O’Loughlin; J. P. Hambleton; M. J. Cassidy; M. Herduin
    Publisher: American Society of Civil Engineers
    Abstract: Suction caissons have recently been considered as potential anchoring solutions for floating renewable devices (wind turbines and wave energy converters) in shallow waters, where—unlike for floating oil and gas applications ...
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    Effect of Stress Level on Response of Model Monopile to Cyclic Lateral Loading in Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 003:;page 04021002-1
    Author(s): I. A. Richards; M. F. Bransby; B. W. Byrne; C. Gaudin; G. T. Houlsby
    Publisher: ASCE
    Abstract: Monopile foundations supporting offshore wind turbines are exposed to cyclic lateral loading, which can cause accumulated pile displacement or rotation and evolution of the dynamic response. To inform the development of ...
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