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    Modeling Pile Setup in Natural Clay Deposit Considering Soil Anisotropy, Structure, and Creep Effects: Case Study 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 003
    Author(s): Mohammad Rezania; Mohaddeseh Mousavi Nezhad; Hossein Zanganeh; Jorge Castro; Nallathamby Sivasithamparam
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports the results of a numerical investigation of the behavior of a natural soft clay deposit under the installation of a case study pile. The case study problem included installation of an instrumented ...
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    Cyclic Capacity of Monopiles in Sand under Partially Drained Conditions: A Numerical Approach 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 002:;page 04022129-1
    Author(s): Hans Petter Jostad; Haoyuan Liu; Nallathamby Sivasithamparam; Raffaele Ragni
    Publisher: American Society of Civil Engineers
    Abstract: Cyclic loading of saturated sand under partially drained conditions may lead to accumulated strains, pore pressure buildup, and consequently reduced effective stress, stiffness, and shear strength. This will affect the ...
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