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    Penetration Resistance of Offshore Skirted Foundations and Anchors in Dense Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 001
    Author(s): Knut H. Andersen; Hans Petter Jostad; Rune Dyvik
    Publisher: American Society of Civil Engineers
    Abstract: Penetration of skirts is an essential design issue for offshore skirted foundations and anchors in sand. Skirts may not penetrate far enough into dense sand by the available submerged weight alone. It may therefore be ...
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    Finite Element Analyses Applied in Design of Foundations and Anchors for Offshore Structures 

    Source: International Journal of Geomechanics:;2011:;Volume ( 011 ):;issue: 006
    Author(s): Lars Andresen; Hans Petter Jostad; Knut H. Andersen
    Publisher: American Society of Civil Engineers
    Abstract: Offshore structures for oil and gas exploitation are designed to accommodate severe environments with large cyclic loads. These structures are either founded directly on the seabed, or they are moored to anchors installed ...
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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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