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    Field and Lab Investigations of Prematurely Cracking Pavements 

    Source: Journal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 004
    Author(s): Dar Hao Chen
    Publisher: American Society of Civil Engineers
    Abstract: A forensic study was conducted to identify the cause of the premature cracking on three recently completed projects that were built with the same design. Nondestructive [ground penetration radar, falling weight deflectometer ...
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    Investigation of a Pavement Premature Failure on a Weak and Moisture Susceptible Base 

    Source: Journal of Performance of Constructed Facilities:;2009:;Volume ( 023 ):;issue: 005
    Author(s): Dar-Hao Chen
    Publisher: American Society of Civil Engineers
    Abstract: An investigation was conducted to determine the root cause of the premature pavement failure. The premature pavement failure occurred in the form of rutting and alligator cracking. Although the affected portion was repaired ...
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    Slippage Failure of a New Hot-Mix Asphalt Overlay 

    Source: Journal of Performance of Constructed Facilities:;2010:;Volume ( 024 ):;issue: 003
    Author(s): Dar-Hao Chen
    Publisher: American Society of Civil Engineers
    Abstract: A premature pavement overlay failure had occurred only 1 day after it was opened to traffic. Crescent-shaped cracks were intermittently spread over a section about 3 mi in length. Dynamic cone penetrometer results demonstrated ...
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    Field Experiences with RDD and Overlay Tester for Concrete Pavement Rehabilitation 

    Source: Journal of Transportation Engineering, Part A: Systems:;2008:;Volume ( 134 ):;issue: 001
    Author(s): Dar-Hao Chen
    Publisher: American Society of Civil Engineers
    Abstract: Since reflective cracking is related to both the existing pavement condition and the overlay material, appropriate tools are needed to characterize both properties. The rolling dynamic deflectometer (RDD) was employed to ...
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    Inspection and Condition Assessment Using Ground Penetrating Radar 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Dar Hao Chen; Andrew Wimsatt
    Publisher: American Society of Civil Engineers
    Abstract: The nondestructive mapping of anomalies and voids under roadway pavements is critical to highway authorities because of the potential loss of support that would lead to safety hazards. 400 MHz ground-coupled penetrating ...
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    Long-Term Performance of Diamond Grinding 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 001
    Author(s): Dar-Hao Chen; Feng Hong
    Publisher: American Society of Civil Engineers
    Abstract: Diamond grinding (DG) has been used by various districts to improve skid resistance (reduce accidents and fatalities) and improve ride quality [reduce international roughness index (IRI)], with the added benefit of reducing ...
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    Forensic Investigations of Roadway Pavement Failures 

    Source: Journal of Performance of Constructed Facilities:;2008:;Volume ( 022 ):;issue: 001
    Author(s): Dar Hao Chen; Tom Scullion
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents three field projects to illustrate the integrated approach to forensic investigations of roadway pavement failures used widely in Texas. In each case, the combined ground-penetrating radar (GPR) and ...
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    Performance of Transportation Infrastructure 

    Source: Journal of Performance of Constructed Facilities:;2012:;Volume ( 026 ):;issue: 002
    Author(s): Dar-Hao Chen; Paulo Cruz
    Publisher: American Society of Civil Engineers
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    Field Investigations of Cracking on Concrete Pavements 

    Source: Journal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 006
    Author(s): Dar Hao Chen; Moon Won
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of several investigations to identify the underlying causes of longitudinal cracking problems in Portland cement concrete (PCC) pavement. Longitudinal cracking is not intended and detrimental ...
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    Comparison of Two Pavement Rehabilitation Strategies 

    Source: Journal of Transportation Engineering, Part A: Systems:;2001:;Volume ( 127 ):;issue: 001
    Author(s): Dar-Hao Chen; Fred Hugo
    Publisher: American Society of Civil Engineers
    Abstract: The main objective of the most recent Mobile Load Simulator (MLS) test program was to conduct a comparative study of two rehabilitation processes, Rehabs A and B, constructed on the south- and northbound lanes of US281 ...
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