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    Stakeholder-Sensitive Social Welfare–Oriented Benefit Analysis for Sustainable Infrastructure Project Development 

    Source: Journal of Construction Engineering and Management:;2014:;Volume ( 140 ):;issue: 009
    Author(s): Mostafa A. Mostafa; Nora M. El-Gohary
    Publisher: American Society of Civil Engineers
    Abstract: There is a need for better involving stakeholders in the development of sustainable civil infrastructure systems and for incorporating their input in the decision-making process. In this paper, we present a new model for ...
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    Semantic System for Stakeholder-Conscious Infrastructure Project Planning and Design 

    Source: Journal of Construction Engineering and Management:;2015:;Volume ( 141 ):;issue: 002
    Author(s): Mostafa A. Mostafa; Nora M. El-Gohary
    Publisher: American Society of Civil Engineers
    Abstract: There is an increasing recognition of the importance of incorporating social equity into transportation infrastructure system decision-making. This paper presents a semantic, ontology-based system for stakeholder-conscious ...
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    Erratum: “Salvesen’s Method for Added Resistance Revisited” [ASME J. Offshore Mech. Arct. Eng., 143(5), p. 051902; DOI: 10.1115/1.4050213] 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2022:;volume( 144 ):;issue: 006:;page 67001
    Author(s): Amini-Afshar, Mostafa
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this article, the correct form of Eq. (18) for the weak-scatterer contribution is(18)F¯xϕB=−14ρℜ{∫L(∫Cx[W(M−R)*−NQ*]dl)dx}where the term R was missing from the originally published version and is defined byR=N2x[ξ3ψ3y ...
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    Experimental Study of Eccentrically Loaded Raft with Connected and Unconnected Short Piles 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 010
    Author(s): Mostafa El Sawwaf
    Publisher: American Society of Civil Engineers
    Abstract: Piled raft foundations are often used when the supporting soil has adequate bearing capacity but the raft settlements exceed allowable values. In traditional practice, long piles with high load capacity are usually used ...
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    Analytical Model for Deck-On-Girder Composite Beam System with Partial Composite Action 

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 002
    Author(s): An Chen; Mostafa Yossef
    Publisher: American Society of Civil Engineers
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    Lateral Behavior of Vertical Pile Group Embedded in Stabilized Earth Slope 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 007
    Author(s): Mostafa El Sawwaf
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study of the lateral behavior of vertical pile groups embedded in reinforced and nonreinforced sandy earth slopes was carried out. The model tests include studies of group configurations, pile spacing, ...
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    Experimental and Numerical Study of Eccentrically Loaded Strip Footings Resting on Reinforced Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 010
    Author(s): Mostafa El Sawwaf
    Publisher: American Society of Civil Engineers
    Abstract: An experimental and numerical study of the behavior of an eccentrically loaded strip footing resting on geosynthetic-reinforced sand is presented. Particular attention was given to simulate footings constructed on unsymmetrical ...
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    Turbulent Diffusion of Heavy-Particles in Turbulent Jets 

    Source: Journal of Fluids Engineering:;1992:;volume( 114 ):;issue: 004:;page 667
    Author(s): A. A. Mostafa
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The turbulent dispersion of heavy suspended particles in turbulent shear flows is analyzed when crossing trajectory effects are important. A semiempirical expression for particle diffusion coefficient ...
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    Strip Footing Behavior on Pile and Sheet Pile-Stabilized Sand Slope 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 006
    Author(s): Mostafa A. El Sawwaf
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of laboratory model tests on the behavior of a strip footing supported on a row of piles and sheet pile-stabilized sandy slope. A comparison between the bearing capacity improvements in the ...
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    Lateral Resistance of Single Pile Located Near Geosynthetic Reinforced Slope 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 010
    Author(s): Mostafa El Sawwaf
    Publisher: American Society of Civil Engineers
    Abstract: An extensive program of laboratory tests was carried out to study the effect of reinforcing an earth slope on the lateral behavior of a single vertical pile located near the slope. Layers of geogrid were used to reinforce ...
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