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    Probabilistic Approaches for Pavement Fatigue Cracking Prediction based on Cumulative Damage Using Miner’s Law 

    Source: Journal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 005
    Author(s): Lu Sun; W. Ronald Hudson
    Publisher: American Society of Civil Engineers
    Abstract: In mechanistic-empirical
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    Empirical-Mechanistic Method Based Stochastic Modeling of Fatigue Damage to Predict Flexible Pavement Cracking for Transportation Infrastructure Management 

    Source: Journal of Transportation Engineering, Part A: Systems:;2003:;Volume ( 129 ):;issue: 002
    Author(s): Lu Sun; W. Ronald Hudson; Zhanming Zhang
    Publisher: American Society of Civil Engineers
    Abstract: In the purely theoretical approach of pavement design, percentage fatigue cracking is related to damage in a probabilistic manner according to the Miner’s law. Two methods that are currently widely in use are based on ...
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    Pavement Condition Data Analysis 

    Source: Journal of Transportation Engineering, Part A: Systems:;1987:;Volume ( 113 ):;issue: 004
    Author(s): John P. Zaniewski; Stuart W. Hudson; W. Ronald Hudson
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a computer methodology for analyzing pavement condition data to define inputs for pavement management systems. This system of programs was developed during a Federal Highway Administration research ...
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    Reliability Assessment of Continuously Reinforced Concrete Pavements 

    Source: Journal of Transportation Engineering, Part A: Systems:;1994:;Volume ( 120 ):;issue: 002
    Author(s): Angela J. Weissmann; B. Frank McCullough; W. Ronald Hudson
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a reliability model developed for continuously reinforced concrete pavements (CRCPs) for the Texas Department of Transportation. The model predicts the probability that a CRCP section with a certain ...
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