Nondestructive Testing of Pavements and Backcalculation of Moduli: Third Volume

    Tayabji SD, Lukanen EO
    Published: 2000

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    More than 30 papers present a comprehensive overview of the latest advances in and the future direction of nondestructive testing (NDT) of airport and highway pavement using conventional falling weight deflectometer (FWD) technique and other promising techniques such as ground penetrating radar (GPR), rolling weight deflectometer (RWD) testing, and seismic techniques.

    International representatives present both the practical as well as the developmental aspects of NDT of pavements in seven areas:

    • Deflection Testing and Backcalculation of AC Pavements

    • Deflection Testing and Backcalculation-Seasonal Variations

    • Dynamic Cone Penetrometer Testing

    • Deflection Testing and Backcalculation of PCC Pavements

    • GPR and Newer NDT

    • Dynamic Analysis of Deflection Data

    • Rolling Weight Deflectometer

    Table of Contents

    Pavement Testing and Backcalculation Technologies—Challenges for the 21st Century
    Mahoney J.

    Will Nonlinear Backcalculation Help?
    Ullidtz P.

    Integrating Ground Penetrating Radar and Falling Weight Deflectometer Technologies in Pavement Evaluation
    Saarenketo T., Scullion T.

    Small-scale Dynamic Devices for the Measurement of Elastic Stiffness Modulus on Pavement Foundations
    Fleming P.

    Nevada's Approach to the Backcalculation Process
    Bemanian S., Lani S., Sebaaly P.

    Evaluation of Laboratory Determined and Nondestructive Test Based Resilient Modulus Values from WesTrack Experiment
    Alavi S., Mactutis J., Mikhail M., Ott W., Seeds S.

    Prediction of Pavement Deterioration Based on FWD Results
    Maina J., Masuda S., Mfinanga D., Yokota H.

    Variations in Backcalculated Pavement Layer Moduli in LTPP Seasonal Monitoring Sites
    Briggs R., Lukanen E.

    Seasonal Variations in Backcalculated Pavement Layer Moduli in Minnesota
    Birgisson B., Newcomb D., Ovik J.

    Seasonal Trends and Causes in Pavement Structural Properties
    Ali H., Selezneva O.

    Comparison of Backcalculated and Laboratory Measured Moduli on AC and Granular Base Layer Materials
    Zhou H.

    Comparison of the Dynamic Cone Penetrometer with Other Tests During Subgrade and Granular Base Characterization in Minnesota
    Beberg D., Siekmeier J., Young D.

    The Israeli Experience with the Regular and Extended Dynamic Cone Penetrometer for Pavement and Subsoil-Strength Evaluation
    Ishai I., Livneh M., Livneh N.

    Use of Instrumented Dynamic Cone Penetrometer in Pavement Characterization
    Crain K., Nazarian S., Tandon V., Yuan D.

    Characterization of Transverse Cracks in Jointed Concrete Pavements (JCP's) Using Nondestructive Test (NDT) Methods
    Buch N., Frabizzio M.

    LTPP Rigid Pavement FWD Deflection Analysis and Backcalculation Procedure
    Khazanovich L., McPeak T., Tayabji S.

    Closed-Form and Semi-Closed-Form Algorithms for Backcalculation of Concrete Pavement Parameters
    Fwa T., Li S., Tan K.

    Evaluation of Concrete Pavement Conditions and Design Features Using LTPP FWD Deflection Data
    Jiang Y., Tayabji S.

    A New Backcalculation Procedure Based on Dispersion Analysis of FWD Time-History Deflections and Surface Wave Measurements Using Artificial Neural Networks
    Kim Y., Xu B.

    Pavement Characterization Using Ground Penetrating Radar: State of the Art and Current Practice
    Maser K.

    Seismic Pavement Analyzer vs. Falling Weight Deflectometer for Pavement Evaluation: Comparative Study
    Armaghani J., Sobanjo J., Tawfiq K.

    Use of Seismic Pavement Analyzer in Forensic Studies in Texas
    Chen D., McDaniel M., Nazarian S., Yuan D.

    Effect of Frequency-dependent Asphalt Concrete Layer Moduli on Pavement Response
    Chatti K., Kim T.

    Use of Multifrequency Backcalculation for Determining Moduli of a Pavement Structure
    Kang Y.

    Dynamic Analysis of FWD Test Results for Rigid Pavements
    Khazanovich L.

    Dynamic Backcalculation and Overlay Design Based on FWD Data
    Maina J., Yokota H.

    Continuous Profiling of Flexible and Rigid Highway and Airport Pavements with the Rolling Dynamic Deflectometer
    Bay J., Stokoe K.

    A Comparison of the Rolling Weight Deflectometer with the Falling Weight Deflectometer
    Briggs R., Johnson R., Pierce L., Stubstad R.

    Development of a Laser-Based High Speed Deflectograph
    Andrés R., Hildebrand G., Rasmussen S.

    Comparative Studies of Backcalculated Results from FWDs with Different Loading Duration
    Kasahara A., Kikuta Y., Matsui K., Nishizawa T.

    Prediction of Remaining Life of Flexible Pavements with Artificial Neural Networks Models
    Abdallah I., Ferregut C., Melchor Lucero O., Nazarian S.

    Estimation of Design Season Modulus for Overlay Design
    Andrew J., Drumm E., Jackson N.

    Flexible Pavement Condition Evaluation Using Deflection Basin Parameters and Dynamic Finite Element Analysis Implemented by Artificial Neural Networks
    Kim Y., Lee Y., Ranjithan S.

    Author Index

    Subject Index

    Committee: D04

    DOI: 10.1520/STP1375-EB

    ISBN-EB: 978-0-8031-5426-1

    ISBN-13: 978-0-8031-2858-3

    ASTM International is a member of CrossRef.