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    Interpretation of the Torsional Resistance of Shallowly Embedded Hemiball Penetrometer 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 004
    Author(s): Yue Yan; Youhu Zhang; Dengfeng Fu; Yinghui Tian
    Publisher: ASCE
    Abstract: The hemiball penetrometer is a geotechnical device developed to measure the property of surficial seabed sediments (<0.5  m), which is of most significance for pipeline design and for situations in which traditional ...
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    Behavior of Large Geotextile Mat Cofferdam with a New Arrangement of Geotextile Reinforcement Stiffness Lying on Soft Sediments 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 008
    Author(s): Xiaoliang Wang; Xiaowen Zhou; Mi Zhou; Yinghui Tian
    Publisher: ASCE
    Abstract: This paper proposes a new arrangement of geotextile reinforcement stiffness for large geotextile mat cofferdams that often suffer from the failure of the bottom layer mat. Cofferdams using this new reinforcement method are ...
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    Pipe-Soil Interaction Model Incorporating Large Lateral Displacements in Calcareous Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 003
    Author(s): Yinghui Tian; Mark J. Cassidy
    Publisher: American Society of Civil Engineers
    Abstract: The use of the plasticity theory offers an attractive framework to encapsulate the behavior of a pipe and the underlying soil in terminology consistent with pipeline structural analysis. Models that express the pipe-soil ...
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    Modeling of Pipe–Soil Interaction and Its Application in Numerical Simulation 

    Source: International Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 004
    Author(s): Yinghui Tian; Mark J. Cassidy
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents three plasticity models that can be applied to numerically simulate pipe–soil interaction. They can be applied individually to evaluate the force–displacement response of a small plane-strain pipe section ...
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    Practical Large-Deformation Finite-Element Method for 3D Geotechnical Problems Involving Free Surface Deformations 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 006
    Author(s): Wensong Zhang; Mark J. Cassidy; Yinghui Tian
    Publisher: ASCE
    Abstract: The remeshing and interpolation technique with small-strain (RITSS) finite-element method has been widely adopted to address a broad range of two-dimensional (2D) large deformation geotechnical problems. However, its ...
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    Investigation on the Behavior of Stiffened Caisson Installation in Uniform Clay from Large Deformation Modeling 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 009
    Author(s): Qi Wang; Xiaowen Zhou; Mi Zhou; Yinghui Tian
    Publisher: ASCE
    Abstract: Suction caissons, widely applied in offshore engineering, suffer from significant uncertainties about the flow mechanism of the surrounding soil during installation, especially for caissons with ring stiffeners. Large ...
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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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    Inclined Pullout Capacity of Suction Anchors in Clay over Silty Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 006:;page 04023030-1
    Author(s): Mi Zhou; Ningxin Yang; Yinghui Tian; Xihong Zhang
    Publisher: American Society of Civil Engineers
    Abstract: This study presents a range of numerical modeling to evaluate the pullout capability of suction anchors subjected to inclined mooring loading in a clay-over-silty-sand deposit. Comprehensive numerical models were generated, ...
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    Bearing Capacities of Buried Bucket Foundations in Marine Tidal Flat Subjected to Combined Loading 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 008:;page 04022110
    Author(s): Ningxin Yang; Mi Zhou; Xihong Zhang; Yinghui Tian
    Publisher: ASCE
    Abstract: A buried bucket foundation combined with a vertical truss is a new foundation system for photovoltaic farms in marine tidal flat (MTF) areas with deep soft soil. This paper employs numerical methods to study the response ...
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    Influence of Spudcan Penetration on Adjacent Skirted Foundation in Uniform Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 009:;page 04023072-1
    Author(s): Mi Zhou; Shujin Zhou; Xihong Zhang; Yinghui Tian
    Publisher: ASCE
    Abstract: Spudcans are commonly installed to support jack-up vessels in construction process of offshore wind turbines (OWTs), which may induce significant soil deformation that may impact existing foundations of established OWTs. ...
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