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    Nonlinear Pavement Foundation Modeling for Three-Dimensional Finite-Element Analysis of Flexible Pavements 

    Source: International Journal of Geomechanics:;2009:;Volume ( 009 ):;issue: 005
    Author(s): Minkwan Kim; Erol Tutumluer; Jayhyun Kwon
    Publisher: American Society of Civil Engineers
    Abstract: Pavement foundation geomaterials, i.e., fine-grained subgrade soils and unbound aggregates used in untreated base/subbase layers, exhibit nonlinear behavior under repeated wheel loads. This nonlinear behavior is commonly ...
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    Validated Mechanistic Model for Geogrid Base Reinforced Flexible Pavements 

    Source: Journal of Transportation Engineering, Part A: Systems:;2009:;Volume ( 135 ):;issue: 012
    Author(s): Jayhyun Kwon; Erol Tutumluer; Imad L. Al-Qadi
    Publisher: American Society of Civil Engineers
    Abstract: A mechanistic response model was recently developed at the University of Illinois to analyze geogrid base reinforced flexible pavements designed for low to moderate traffic volumes with a relatively thin hot-mix asphalt ...
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    Geogrid-Reinforced Low-Volume Flexible Pavements: Pavement Response and Geogrid Optimal Location 

    Source: Journal of Transportation Engineering, Part A: Systems:;2012:;Volume ( 138 ):;issue: 009
    Author(s): Imad L. Al-Qadi; Samer H. Dessouky; Jayhyun Kwon; Erol Tutumluer
    Publisher: American Society of Civil Engineers
    Abstract: This article discusses the geogrid’s potential to reduce granular base shear flow. Researchers have previously acknowledged the geogrid’s potential to enhance the performance of roadways, but this study goes further to ...
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