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    Live-Load Distribution Factors for Prestressed Concrete, Spread Box-Girder Bridge 

    Source: Journal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 005
    Author(s): Erin Hughs; Rola Idriss
    Publisher: American Society of Civil Engineers
    Abstract: This study presents an evaluation of shear and moment live-load distribution factors for a new, prestressed concrete, spread box-girder bridge. The shear and moment distribution factors were measured under a live-load test ...
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    Probabilistic Standard Penetration Test–Based Liquefaction–Triggering Procedure 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 010
    Author(s): Ross W.; Boulanger; I. M.; Idriss
    Publisher: American Society of Civil Engineers
    Abstract: A probabilistic version of the Idriss and Boulanger standard penetration test (SPT)–based liquefaction triggering correlation is derived using a maximum likelihood approach and an updated case history database. Measurement and estimation...
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    A Viscous Three-Dimensional Differential/Actuator-Disk Method for the Aerodynamic Analysis of Wind Farms 

    Source: Journal of Solar Energy Engineering:;2002:;volume( 124 ):;issue: 004:;page 345
    Author(s): Idriss Ammara; Christophe Leclerc; Christian Masson
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Computational Fluid Dynamics (CFD) is a promising tool for the analysis and optimization of wind turbine positioning inside wind parks (also known as wind farms) in order to maximize power ...
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    Evaluation of Cyclic Softening in Silts and Clays 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 006
    Author(s): Ross W. Boulanger; I. M. Idriss
    Publisher: American Society of Civil Engineers
    Abstract: Procedures are presented for evaluating the potential for cyclic softening (i.e., onset of significant strains or strength loss) in saturated silts and clays during earthquakes. The recommended procedures are applicable ...
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    Closure to “Liquefaction Susceptibility Criteria for Silts and Clays” by Ross W. Boulanger and I. M. Idriss 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 007
    Author(s): Ross W. Boulanger; I. M. Idriss
    Publisher: American Society of Civil Engineers
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    Closure to “Evaluation of Cyclic Softening in Silts and Clays” by Ross W. Boulanger and I. M. Idriss 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 002
    Author(s): Ross W. Boulanger; I. M. Idriss
    Publisher: American Society of Civil Engineers
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    CPT-Based Liquefaction Triggering Procedure 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Ross W. Boulanger; I. M. Idriss
    Publisher: American Society of Civil Engineers
    Abstract: A probabilistic cone penetration test (CPT) based liquefaction triggering procedure for cohesionless soils is derived using a maximum likelihood method with an updated case history database. The liquefaction analysis ...
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    Closure to “Resistance of Silica‐Fume Concrete to Corrosion‐Related Damage” by Safwan A. Khedr and Ahmed F. Idriss 

    Source: Journal of Materials in Civil Engineering:;1996:;Volume ( 008 ):;issue: 003
    Author(s): Safwan A. Khedr; Ahmed F. Idriss
    Publisher: American Society of Civil Engineers
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    Resistance of Silica-Fume Concrete to Corrosion-Related Damage 

    Source: Journal of Materials in Civil Engineering:;1995:;Volume ( 007 ):;issue: 002
    Author(s): Safwan A. Khedr; Ahmed F. Idriss
    Publisher: American Society of Civil Engineers
    Abstract: The effectiveness of silica-fume concrete in resisting damage caused by corrosion of embedded steel has been investigated using an accelerated impressed voltage-testing setup. The silica-fume concrete included 0, 10, 15, ...
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    Liquefaction Susceptibility Criteria for Silts and Clays 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 011
    Author(s): Ross W. Boulanger; I. M. Idriss
    Publisher: American Society of Civil Engineers
    Abstract: New liquefaction susceptibility criteria for saturated silts and clays are presented that are based on the mechanics of their stress-strain behavior and which provide improved guidance for selecting engineering procedures ...
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