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    Soil Arching in Dry Sand: Numerical Simulations Using Double-Slip Plasticity Gradient Model 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 002:;page 04021270
    Author(s): Omar Al Hattamleh; Balasingam Muhunthan; Hussein M. Zbib
    Publisher: ASCE
    Abstract: The arching phenomenon is intrinsic to granular materials and is a manifestation of the effects of their discrete microstructure. The fundamental mechanism of arching is the ability of discrete granular particles to transfer ...
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    Resilient Response and Permanent Strain of Subgrade Soil Stabilized with Byproduct Recycled Steel and Cementitious Materials 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 006
    Author(s): Samar Rabab’ah; Omar Al Hattamleh; Hussein Aldeeky; Mohammad M. Aljarrah; Husam A. Al_Qablan
    Publisher: ASCE
    Abstract: Steel manufacturing factories usually dump byproduct recycled steel randomly in open areas, creating environmental hazards. Using such materials in highway construction could be a solution to the environmental hazards ...
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