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    Effects of Rayleigh Damping on the Subgrade’s Apparent Nonlinearity 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2020:;Volume ( 146 ):;issue: 003
    Author(s): Gabriel Bazi; Jeffrey Gagnon; Peter Sebaaly; Per Ullidtz
    Publisher: ASCE
    Abstract: The effect of the subgrade’s apparent (superficial) nonlinearity captured during falling weight deflectometer (FWD) testing has been a major challenge for pavement engineers in trying to back-calculate reliable layer moduli. ...
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    Performance of an Airfield Flexible Pavement and a Novel PCN Determination Method 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2020:;Volume ( 146 ):;issue: 001
    Author(s): Gabriel Bazi; Steve Saboundjian; Per Ullidtz; Robert Briggs
    Publisher: ASCE
    Abstract: This paper presents the results of a study that evaluated the performance of a new runway at the northernmost US airport in Barrow, Alaska. Due to the appearance of early pavement surface distresses, nondestructive ...
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    CalBack: Enhancing Caltrans Mechanistic-Empirical Pavement Design Process with New Back-Calculation Software 

    Source: Journal of Transportation Engineering, Part A: Systems:;2009:;Volume ( 135 ):;issue: 007
    Author(s): Qing Lu; Per Ullidtz; Imad Basheer; Khalid Ghuzlan; James M. Signore
    Publisher: American Society of Civil Engineers
    Abstract: In 1996, California Department of Transportation (Caltrans) initiated an extensive project to develop mechanistic-empirical (ME) pavement design and analysis tools, which will help state design engineers incorporate the ...
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    Mechanistic-Empirical and Life-Cycle Cost Analysis for Optimizing Flexible Pavement Maintenance and Rehabilitation 

    Source: Journal of Transportation Engineering, Part A: Systems:;2012:;Volume ( 138 ):;issue: 005
    Author(s): Venkata Mandapaka; Imad Basheer; Khushminder Sahasi; Per Ullidtz; John T. Harvey; N. Sivaneswaran
    Publisher: American Society of Civil Engineers
    Abstract: In this study, an attempt was made to evaluate and select an optimal Maintenance and Rehabilitation (M&R) strategy for a designed flexible pavement by integrating Life-Cycle Cost Analysis (LCCA) and California Mechanisti ...
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    DSpace software copyright © 2002-2015  DuraSpace
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