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    Soil-Structure Interaction Modeling of FRP Composite Piles 

    Jafarian Abyaneh, Mostafa; El Naggar, Hany; Sadeghian, Pedram (Canadian Society for Civil Engineering, 2018-06-13)
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    Tire-Derived Aggregate Concrete for Bridge Applications 

    Jafarian Abyaneh, Mostafa; Sadeghian, Pedram; El Naggar, Hany (Canadian Society for Civil Engineering, 2018-07-31)
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    Direct Shear Tests of Sandy Soils Interfaced with FRP Sheets 

    Almallah, Ahmad; El Naggar, Hany; Sadeghian, Pedram (Canadian Society for Civil Engineering, 2018-06-13)
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    Using TDA to Partially Replace Coarse Aggregates in Concrete Mixtures 

    El Naggar, Abdelmoneim; Sadeghian, Pedram; El Naggar, Hany (Canadian Society for Civil Engineering (CSCE), 2019-06-12)
    Applications utilizing rubberized concrete have grown substantially in the last decade as an answer for the scrape tires stockpiling problems and its associated environmental issues. Though rubberized concrete mixtures ...
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    Enhancing the Interface Friction between Glass Fiber-Reinforced Polymer Sheets and Sandy Soils through Sand Coating 

    Almallah, Ahmad; Sadeghian, Pedram; El Naggar, Hany (Taylor & Francis, 2019-06-28)
    Soil-pile interface friction is an important geotechnical engineering factor to be considered in achieving a safe, cost-effective design. Conventional construction materials such as concrete, steel, and wood exhibit serious ...
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    Simplified Material Model for Concrete Containing High-Content of Tire-Derived Coarse Aggregate under Compression Loading 

    El Naggar, Abdelmoneim; El Naggar, Hany; Sadeghian, Pedram (NRC Press, 2020-07-31)
    The flexible properties of the shredded rubber tires give rubberized concrete desirable properties such as lower relative density, and better dampening ability, higher toughness, and improved deformability resulting in an ...
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    1g model tests of vertically loaded GFRP piles 

    Almallah, Ahmad; El Naggar, Hany; Sadeghian, Pedram (Canadian Geotechnical Society (CGS), 2019-09-29)
    The conventional piling materials (i.e., concrete, steel, wood) are more likely to have durability problems (i.e., corrosion, degradation, deterioration) in harsh environments and offshore construction. Fiber-reinforced ...
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    Axial Behavior of Innovative Sand-Coated GFRP Piles in Cohesionless Soil 

    Almallah, Ahmad; El Naggar, Hany; Sadeghian, Pedram (ASCE, 2020-10-01)
    In pile construction, conventional pile materials such as concrete, steel, and wood are frequently subject to soil–substructure interaction durability problems due to corrosion and deterioration. Fiber-reinforced polymers ...
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    Numerical Modeling of the Lateral Behavior of Concrete-Filled FRP Tube Piles in Sand 

    Jafarian Abyaneh, Mostafa; El Naggar, Hany; Sadeghian, Pedram (ASCE, 2020-08-01)
    In this study, a numerical model is developed to study concrete-filled FRP tube (CFFT) pile behavior and interactions with foundation soil under lateral loading. The model, based on nonlinear finite element analysis (NFEA) ...

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    El Naggar, Hany (9)
    Sadeghian, Pedram (9)Almallah, Ahmad (4)Jafarian Abyaneh, Mostafa (3)El Naggar, Abdelmoneim (2)Date Issued2020 (3)2019 (3)2018 (3)

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