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    Numerical Analysis of Large-Diameter Monopiles in Dense Sand Supporting Offshore Wind Turbines 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 005
    Author(s): Sheikh Sharif Ahmed; Bipul Hawlader
    Publisher: American Society of Civil Engineers
    Abstract: Large-diameter monopiles are widely used foundations for offshore wind turbines. In the present study, three-dimensional finite-element (FE) analyses are performed to estimate the static lateral load-carrying capacity of ...
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    Numerical Modeling of Suction and Trench Formation at the Touchdown Zone of Steel Catenary Riser 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 001
    Author(s): Bipul Hawlader; Anup Fouzder; Sujan Dutta
    Publisher: American Society of Civil Engineers
    Abstract: Steel catenary risers (SCR) are widely used in deepwater oil and gas production. The riser–seabed–water interaction near the touchdown zone is one of the main concerns in the design of fatigue life of SCR. During upward ...
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    Modeling of Buried Pipelines in Dense Sand for Oblique Movement in Vertical–Lateral Plane 

    Source: Journal of Pipeline Systems Engineering and Practice:;2020:;Volume ( 011 ):;issue: 004
    Author(s): MD Anan Morshed; Kshama Roy; Bipul Hawlader
    Publisher: ASCE
    Abstract: Finite-element modeling of pipelines buried in dense sand under oblique loading in vertical (upward)–lateral load space is presented. The prepeak hardening, postpeak softening, density, and confining pressure–dependent ...
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    Modeling of Initial Stresses and Seepage for Large Deformation Finite-Element Simulation of Sensitive Clay Landslides 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 011:;page 04021111-1
    Author(s): Chen Wang; Bipul Hawlader; Didier Perret; Kenichi Soga; Jin Chen
    Publisher: ASCE
    Abstract: Groundwater seepage and an increased lateral earth pressure coefficient at rest (K0) increase the potential for triggering large-scale landslides in sensitive clays. After the failure is triggered, the successive retrogressive ...
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    Factors Affecting Frost Heave of Chilled Gas Pipelines 

    Source: Journal of Cold Regions Engineering:;2022:;Volume ( 036 ):;issue: 004:;page 04022010
    Author(s): Rajith Dayarathne; Bipul Hawlader; Ryan Phillips; Dilan Robert
    Publisher: ASCE
    Abstract: Chilled gas pipelines generally traverse a long distance through various soils and may operate for decades with varying temperatures of gas, surrounding soil, and ground surface. The present study investigates the effects ...
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