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    Hybrid Subsea Foundations for Subsea Equipment 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 012
    Author(s): Dimmock; Clukey; M. F.; Randolph; Murff; Gaudin
    Publisher: American Society of Civil Engineers
    Abstract: A hybrid subsea foundation (HSF) is defined here as the combination of shallow and deep foundations, designed such that both shallow and deep foundation elements contribute to the total foundation capacity. In this project ...
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    Experiments Using a Novel Penetrometer to Assess Changing Strength of Clay during Remolding and Reconsolidation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 004
    Author(s): Fauzan Sahdi; David J. White; Christophe Gaudin
    Publisher: American Society of Civil Engineers
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    Experimental Investigation of Installation and Pullout of Dynamically Penetrating Anchors in Clay and Silt 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 007
    Author(s): Muhammad Shazzad; Hossain; Youngho; Kim; Christophe; Gaudin
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports the results from a series of model tests undertaken to provide insight into the behavior of torpedo anchors during dynamic installation and pullout in lightly overconsolidated kaolin clay and calcareous ...
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    Improving Plate Anchor Design with a Keying Flap 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 005
    Author(s): Yinghui; Tian; Christophe; Gaudin; Mark Jason; Cassidy
    Publisher: American Society of Civil Engineers
    Abstract: Suction embedded plate anchors have been increasingly applied in deepwater projects because of their efficiency and limited cost. Current industry practice equips the fluke of the anchor with an outwardly rotating keying ...
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    Accounting for Soil Spatial Variability in Plate Anchor Design 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 148 ):;issue: 002:;page 04021178
    Author(s): Yongmin Cai; Mark Fraser Bransby; Christophe Gaudin; Yinghui Tian
    Publisher: ASCE
    Abstract: The effect of soil spatial variability on the undrained vertical uplift capacity of plate anchors has been examined using the three-dimensional random finite-element approach. Multiple direct Monte Carlo simulations (MCS) ...
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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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    Investigations into the Uplift of Skirted Foundations on Clay at Varying Rates 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 002:;page 04023137-1
    Author(s): Maozhu Peng; Yinghui Tian; Christophe Gaudin
    Publisher: ASCE
    Abstract: This paper presents finite-element simulations to reinterpret a series of full-model and particle image velocimetry (PIV) (half model) centrifuge tests to study the uplift of skirted foundations. The focus is on the influence ...
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    Considerations on the Design of Keying Flap of Plate Anchors 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 007
    Author(s): Yinghui; Tian; Christophe; Gaudin; Mark J.; Cassidy; Mark F.; Randolph
    Publisher: American Society of Civil Engineers
    Abstract: One of the critical issues associated with plate anchor performance and design relates to the reduction of the loss of embedment during the keying process. As deep water offshore sediments typically exhibit an increasing ...
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    Incorporating Shank Resistance into Prediction of the Keying Behavior of Suction Embedded Plate Anchors 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 001
    Author(s): Qiuchen; Wei; Mark Jason; Cassidy; Yinghui; Tian; Christophe; Gaudin
    Publisher: American Society of Civil Engineers
    Abstract: The suction embedded plate anchor (SEPLA) is a promising deepwater anchoring solution that uses a suction caisson to install a plate anchor vertically to a precise depth within the seabed. The plate anchor is then rotated ...
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    Experimental Investigation of the Effect of Cyclic Loading on Spudcan Extraction 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2016:;volume( 138 ):;issue: 002:;page 21301
    Author(s): Kohan, Omid; Cassidy, Mark J.; Gaudin, Christophe; Bienen, Britta
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Selfelevating mobile jackup units have been employed in offshore exploration and development in shallow waters at depths of up to approximately 150 m. Jackups are designed to move to a new site after operations are ...
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