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    Coupled Nonlinear Finite-Element Analysis of Soil–Steel Pipe Structure Interaction 

    Source: International Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 001
    Author(s): Mojtaba Salehi; Dezfooli; Ali; Abolmaali; Mohammad; Razavi
    Publisher: American Society of Civil Engineers
    Abstract: Numerical simulation of staged-construction modeling of large-diameter steel pressure pipes is accompanied by several complexities. Finite-element (FE) analysis was performed to simulate the behavior of buried steel pipes ...
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    Design Equations for Large Diameter Buried Steel Pipes Inspired by the Modified Iowa Formula 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 009:;page 04021160-1
    Author(s): Mojtaba Salehi Dezfooli; Himan Hojat Jalali; Mohammad Razavi; Ali Abolmaali
    Publisher: ASCE
    Abstract: The performance of large diameter pipes under construction loads is inherently coupled with knowledge of the complex soil–pipe system. Current methods do not cover all the different combinations for material, trench width, ...
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    Staged Construction Modeling of Steel Pipes Buried in Controlled Low-Strength Material Using 3D Nonlinear Finite-Element Analysis 

    Source: International Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 006
    Author(s): Mojtaba Salehi; Dezfooli; Ali; Abolmaali; Yeonho; Park; Mohammad; Razavi; Franciele; Bellaver
    Publisher: American Society of Civil Engineers
    Abstract: Several complexities are inherent in numerical simulation of staged construction modeling of large-diameter steel pressure pipes. A comprehensive robust three-dimensional (3D) nonlinear finite-element analysis model was ...
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