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    Assessment of Retrofit Dowel Benefits in Cracked Portland Cement Concrete Pavements 

    Source: Journal of Performance of Constructed Facilities:;2004:;Volume ( 018 ):;issue: 001
    Author(s): Jacob E. Hiller; Neeraj Buch
    Publisher: American Society of Civil Engineers
    Abstract: A parametric study was conducted using the finite-element rigid pavement program ISLAB2000. For cracks that utilize aggregate interlock as the sole means of load transfer, the integrity of the cracks was initially modeled ...
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    Modeling Cold Region Ground Temperatures with a Heat Flux Upper Boundary Model 

    Source: Journal of Cold Regions Engineering:;2013:;Volume ( 027 ):;issue: 001
    Author(s): Yinghong Qin; Jacob E. Hiller; Ting Bao
    Publisher: American Society of Civil Engineers
    Abstract: This study formulates a heat flux boundary model to assess cold region ground temperatures and to distinguish the difference between this boundary type and a temperature boundary type. This formulation considers the impacts ...
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    Determination of Critical Concrete Pavement Fatigue Damage Locations Using Influence Lines 

    Source: Journal of Transportation Engineering, Part A: Systems:;2005:;Volume ( 131 ):;issue: 008
    Author(s): Jacob E. Hiller; Jeffery R. Roesler
    Publisher: American Society of Civil Engineers
    Abstract: In an attempt to better understand and predict rigid pavement behavior, the incorporation of material and climatic factors in mechanistic-empirical design methods are fast becoming standard in the United States. With the ...
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    Simplified Nonlinear Temperature Curling Analysis for Jointed Concrete Pavements 

    Source: Journal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 007
    Author(s): Jacob E. Hiller; Jeffery R. Roesler
    Publisher: American Society of Civil Engineers
    Abstract: The assumption of a linear temperature change through the slab depth has been overwhelmingly used in pavement analysis since Westergaard proposed a curling solution for rigid pavements. However, the actual temperature ...
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    Sensitivity of Rigid Pavement Performance Predictions to Individual Climate Variables using Pavement ME Design 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2020:;Volume ( 146 ):;issue: 003
    Author(s): Xu Yang; Zhanping You; Jacob E. Hiller; Mohd Rosli Mohd Hasan; Aboelkasim Diab; Sang Luo
    Publisher: ASCE
    Abstract: Five individual climate variables are required as climatic inputs in a pavement design using Pavement ME Design (PMED, a pavement design tool). While it is believed that all five climatic variables affect the distress ...
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    DSpace software copyright © 2002-2015  DuraSpace
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