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    Fatigue Behavior of Welded Aluminum Light Pole Support Details 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 012
    Author(s): Diya Azzam; Craig C. Menzemer
    Publisher: American Society of Civil Engineers
    Abstract: A study of the behavior of two types of welded aluminum light pole support details was conducted. Twenty nine full-scale samples were tested to determine fatigue life, and included 19 poles with cast shoe base socket ...
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    Residual Stress Measurement of Welded Aluminum Light Pole Supports 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 010
    Author(s): Diya Azzam; Craig C. Menzemer
    Publisher: American Society of Civil Engineers
    Abstract: Residual stresses play an important role in the behavior of welded structures subjected to cyclic loading. Two different details were evaluated, including three cast shoe base socket connection to extruded tube and two ...
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    A Feasibility Study of the Use of Solar Photovoltaic Energy in Saudi Arabia: A Case Study Assessment in a Factory in Zulfi City 

    Source: Journal of Solar Energy Engineering:;2018:;volume( 140 ):;issue: 004:;page 41013
    Author(s): Azzam, Yosry A.; Ibrahim, Nagwa
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Few studies have been implemented to evaluate whether the renewable energy generation could fit into industrial locations in Saudi Arabia. We completed this feasibility study to investigate whether using photovoltaic (PV) ...
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    Model Study on the Performance of Single-Finned Pile in Sand under Tension Loads 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 003
    Author(s): W. R. Azzam; A. Z. Elwakil
    Publisher: American Society of Civil Engineers
    Abstract: A variety of structures similar to marine dolphins, dock-fendering systems, tower foundations, inundated platforms, and abutments are installed on deep foundations, which are subjected to uplift loads. This paper introduces ...
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    Performance of Axially Loaded-Piled Retaining Wall: Experimental and Numerical Analysis 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 002
    Author(s): W. R. Azzam; A. Z. Elwakil
    Publisher: American Society of Civil Engineers
    Abstract: The piled wall has other applications in addition to supporting the excavation, such as use as part of the permanent work/foundation. It also can be used to reduce or eliminate the need for a separate foundation by carrying ...
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    Numerical Study of Stiffened Socket Connections for Highway Signs, Traffic Signals, and Luminaire Structures 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author(s): Diya Mahmoud Azzam; Craig C. Menzemer
    Publisher: American Society of Civil Engineers
    Abstract: Sparse fatigue test data was available for gusset stiffener details on through plate socket connections when the AASHTO 2001 specification for signal, sign, and luminaire structures was developed. An effort was carried out ...
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    Experimental and Numerical Studies of Circular Footing Resting on Confined Granular Subgrade Adjacent to Slope 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 001
    Author(s): W. R. Azzam; A. Z. ElWakil
    Publisher: American Society of Civil Engineers
    Abstract: Many situations exist where foundations must be constructed on or near slopes. As a result, the foundation’s bearing capacity is reduced, and the slope might collapse. This paper presents the results of laboratory and ...
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    Experimental and Numerical Studies of Circular Footing Resting on Confined Granular Subgrade Adjacent to Slope 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 001
    Author(s): W. R.; Azzam; A. Z.; ElWakil
    Publisher: American Society of Civil Engineers
    Abstract: Many situations exist where foundations must be constructed on or near slopes. As a result, the foundation’s bearing capacity is reduced, and the slope might collapse. This paper presents the results of laboratory and ...
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    Flexural Performance of Nanomodified Cementitious Composites Reinforced with BFP in Bonded Overlays 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 008:;page 04022169
    Author(s): A. Azzam; M. T. Bassuoni; A. Shalaby
    Publisher: ASCE
    Abstract: There is strong demand for ductile cement-based materials in various rehabilitation systems of concrete infrastructure. This study investigated the flexural performance of nanomodified cementitious composites incorporating ...
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    Delay Analysis in Construction Contracts: Assessing Claims and Legal Implications 

    Source: Journal of Legal Affairs and Dispute Resolution in Engineering and Construction:;2025:;Volume ( 017 ):;issue: 001:;page 04524032-1
    Author(s): Omar M. Azzam; Ahmed M. Saleh; Nancy Eleshmawy
    Publisher: American Society of Civil Engineers
    Abstract: The purpose of this paper is to present a guided approach for the selection and application of an appropriate delay analysis method for construction projects considering different legal and contractual perspectives. The ...
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