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    Current and Future Pavement Maintenance Prioritization Based on Rapid Visual Condition Evaluation 

    Source: Journal of Transportation Engineering, Part A: Systems:;2001:;Volume ( 127 ):;issue: 002
    Author(s): N. Bandara; M. Gunaratne
    Publisher: American Society of Civil Engineers
    Abstract: Satisfactory maintenance of its highway network is essential for any nation's economic growth. A pavement management system (PMS) formulated according to specific needs and resources of a particular highway maintenance ...
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    Design Method for Stabilization of Slopes with Piles 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 004
    Author(s): S. Hassiotis; J. L. Chameau; M. Gunaratne
    Publisher: American Society of Civil Engineers
    Abstract: A methodology is proposed for the design of slopes reinforced with a single row of piles. An existing method which is based on the theory of plasticity is used to find the lateral forces acting on the pile section above ...
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    Guidelines for Performance Assessment of Digital Imaging Systems Used in Highway Applications 

    Source: Journal of Transportation Engineering, Part A: Systems:;2005:;Volume ( 131 ):;issue: 006
    Author(s): A. Mraz; M. Gunaratne; A. Nazef
    Publisher: American Society of Civil Engineers
    Abstract: Digital imaging systems installed in automated highway evaluation vehicles are generally designed on a modular basis where system components produced by various manufacturers are assembled to customize the system and fulfill ...
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    Correlation of Tire Wear and Friction to Texture of Concrete Pavements 

    Source: Journal of Materials in Civil Engineering:;2000:;Volume ( 012 ):;issue: 001
    Author(s): M. Gunaratne; N. Bandara; J. Medzorian; M. Chawla; P. Ulrich
    Publisher: American Society of Civil Engineers
    Abstract: Pavement surface texture significantly contributes to tire wear and tire-pavement friction. Currently available relationships quantify tire wear and tire-pavement friction simply in terms of empirical pavement texture ...
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    Methodology for Random Surface-Initiated Crack Growth Prediction in Asphalt Pavements 

    Source: Journal of Materials in Civil Engineering:;2004:;Volume ( 016 ):;issue: 002
    Author(s): M. W. Kumara; M. Gunaratne; J. J. Lu; B. Dietrich
    Publisher: American Society of Civil Engineers
    Abstract: Pavement cracking can be considered to be an irreversible step-by-step fracturing process induced by cyclic truck load applications. Hence, pavement crack propagation depends primarily on the accumulated axle loads (ESALs) ...
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    Application of Neural Network Model to Forecast Short-Term Pavement Crack Condition: Florida Case Study 

    Source: Journal of Infrastructure Systems:;2001:;Volume ( 007 ):;issue: 004
    Author(s): Z. Lou; M. Gunaratne; J. J. Lu; B. Dietrich
    Publisher: American Society of Civil Engineers
    Abstract: Certain highway agencies such as the Florida Department of Transportation use the crack index (CI) to enumerate pavement cracking and determine the rehabilitation priorities. Thus, accurate forecasting of CI is essential ...
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    Discussion of “Impact of Weight Falling onto the Ground” by S. Thilakasiri, G. Mullins, P. Stinnette, and M. Gunaratne 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 005
    Author(s): S. Thilakasiri; G. Mullins; P. Stinnette; M. Gunaratne
    Publisher: American Society of Civil Engineers
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    Implementation Aid for Dynamic Replacement of Organic Soils with Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 001
    Author(s): H. S. Thilakasiri; M. Gunaratne; G. Mullins; P. Stinnette; C. Kuo
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this research was to understand the mechanism of dynamic replacement (DR) with the view of identifying the attributes needed to effectively implement it. This was achieved by analytically modeling DR of ...
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    DSpace software copyright © 2002-2015  DuraSpace
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