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    Analysis for Long-Term Response of Pipes Installed Using Horizontal Directional Drilling 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 004
    Author(s): A. G. Chehab; I. D. Moore
    Publisher: American Society of Civil Engineers
    Abstract: Estimation of the pulling forces during installation is an important step in the successful design of a horizontal directional drilling project. Moreover, estimation of the postinstallation loads is important for the ...
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    Flexural Behavior of Concrete Beams Reinforced with Different Types of Geogrids 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 008
    Author(s): F. El Meski; G. R. Chehab
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the behavior of geogrid–reinforced concrete members. The application of geogrids in concrete constitutes a new dimension for using geosynthetics in infrastructure. In pavement applications, geogrids ...
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    Viscoelastoplastic Continuum Damage Model Application to Thermal Cracking of Asphalt Concrete 

    Source: Journal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 004
    Author(s): Ghassan R. Chehab; Y. Richard Kim
    Publisher: American Society of Civil Engineers
    Abstract: A viscoelastoplastic continuum damage (VEPCD) model has recently been developed and validated under the auspices of the National Cooperative Highway Research Program 9-19 project, entitled “Advanced Mixture Characterization ...
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    Framework for Hybrid Performance-Based Quality Assurance for Flexible Airfield Pavements 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2020:;Volume ( 146 ):;issue: 002
    Author(s): Ghassan R. Chehab; Yara S. Hamdar
    Publisher: ASCE
    Abstract: It is common practice to adopt prescription specifications and performance-related specifications in airfield pavement construction. Limited studies have been reported in the literature on quality assurance procedures for ...
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    Reliability-Based Shear Rating of Prestressed Concrete Bridge Girders Considering Capacity Adjustment Factor 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2019:;Volume (005):;issue: 002
    Author(s): Alaa I. Chehab;Christopher D. Eamon
    Publisher: American Society of Civil Engineers
    Abstract: In this study, the reliability of prestressed concrete (PC) bridge girders in the shear rating process is quantified, in which the use of a simple procedure to enhance the accuracy of shear capacity evaluation for rating ...
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    Regression-Based Adjustment Factor to Better Estimate Shear Capacity for Load-Rating Simple Span PC Girders 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 005
    Author(s): Chehab Alaa I.;Eamon Christopher D.
    Publisher: American Society of Civil Engineers
    Abstract: In this study, an adjustment factor was developed to better estimate the shear capacity of simple span prestressed concrete (PC) girders, for intended use in load rating. The adjustment factor is expressed as a function ...
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    Reliability-Based Shear Rating of Prestressed Concrete Bridge Girders Considering Capacity Adjustment Factor 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2019:;Volume ( 005 ):;issue: 002
    Author(s): Alaa I. Chehab; Christopher D. Eamon
    Publisher: American Society of Civil Engineers
    Abstract: In this study, the reliability of prestressed concrete (PC) bridge girders in the shear rating process is quantified, in which the use of a simple procedure to enhance the accuracy of shear capacity evaluation for rating ...
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    Avoiding Disputes in PPP Road Contracts: Quantifying Impacts of Increased Allowable Truck Loads 

    Source: Journal of Legal Affairs and Dispute Resolution in Engineering and Construction:;2023:;Volume ( 015 ):;issue: 002:;page 04523003-1
    Author(s): Rana Haj Chhadeh; Ghassan Chehab; Mohamed-Asem Abdul-Malak
    Publisher: American Society of Civil Engineers
    Abstract: Dealing with changes is one major concern in long-term public-private partnerships (PPP) concessions, especially during the implementation phase, as some changes might lead to disputes between PPP partners and disrupt the ...
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    Framework for Low-Temperature Cracking Analysis of Asphalt Mixtures Using a Viscoelastic Continuum Damage Model 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 010
    Author(s): Marcelo S. Medeiros Jr.; Jo Sias Daniel; Ghassan R. Chehab
    Publisher: American Society of Civil Engineers
    Abstract: Thermal cracking performance assessment of flexible pavements is paramount to improve the quality of the roads in cold-climate regions. In this paper, a reduced testing framework for analysis of hot-mix asphalt (HMA) ...
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    Issues Affecting Measurement of the Complex Modulus of Asphalt Concrete 

    Source: Journal of Materials in Civil Engineering:;2004:;Volume ( 016 ):;issue: 005
    Author(s): Jo Sias Daniel; Ghassan R. Chehab; Y. Richard Kim
    Publisher: American Society of Civil Engineers
    Abstract: This paper addresses issues of machine compliance and instrumentation that affect the measurement of asphalt concrete material properties in the laboratory. Accurate determination of fundamental material properties is ...
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