Title:
Nondestructive testing of pavements and backcalculation of moduli ; third volume
Series:
ASTM special technical publication ; STP 1375
Publication Information:
West Conshohocken, PA : ASTM, 2000
ISBN:
9780803128583
Available:*
Library | Item Barcode | Call Number | Material Type | Item Category 1 | Status |
---|---|---|---|---|---|
Searching... | 30000004407130 | TE250 N66 2000 | Open Access Book | Proceedings, Conference, Workshop etc. | Searching... |
On Order
Summary
Summary
As with the previous two symposia, the 32 papers from the June/July, 1999, Seattle symposium present advances in the nondestructive testing of pavements using conventional falling weight deflectometer techniques and other promising techniques such as ground penetrating radar, rolling weight deflecto
Table of Contents
Overview | p. ix |
Pavement Testing and Backcalculation Technologies--Challenges for the 21[superscript st] Century | p. 3 |
Will Nonlinear Backcalculation Help? | p. 14 |
Integrating Ground Penetrating Radar and Falling Weight Deflectometer Technologies in Pavement Evaluation | p. 23 |
Deflection Testing and Backcalculation of AC Pavements | |
Small-scale Dynamic Devices for the Measurement of Elastic Stiffness Modulus on Pavement Foundations | p. 41 |
Nevada's Approach to the Backcalculation Process | p. 59 |
Evaluation of Laboratory Determined and Nondestructive Test Based Resilient Modulus Values from WesTrack Experiment | p. 72 |
Prediction of Pavement Deterioration Based on FWD Results | p. 95 |
Deflection Testing and Backcalculation--Seasonal Variations | |
Variations in Backcalculated Pavement Layer Moduli in LTPP Seasonal Monitoring Sites | p. 113 |
Seasonal Variations in Backcalculated Pavement Layer Moduli in Minnesota | p. 129 |
Seasonal Trends and Causes in Pavement Structural Properties | p. 144 |
Comparison of Backcalculated and Laboratory Measured Moduli on AC and Granular Base Layer Materials | p. 161 |
DCP Testing | |
Comparison of the Dynamic Cone Penetrometer with Other Tests During Subgrade and Granular Base Characterization in Minnesota | p. 175 |
The Israeli Experience with the Regular and Extended Dynamic Cone Penetrometer for Pavement and Subsoil-Strength Evaluation | p. 189 |
Use of Instrumented Dynamic Cone Penetrometer in Pavement Characterization | p. 214 |
Deflection Testing and Backcalculation--PCC Pavements | |
Characterization of Transverse Cracks in Jointed Concrete Pavements (JCP's) Using Nondestructive Test (NDT) Methods | p. 231 |
LTPP Rigid Pavement FWD Deflection Analysis and Backcalculation Procedure | p. 246 |
Closed-Form and Semi-Closed-Form Algorithms for Backcalculation of Concrete Pavement Parameters | p. 267 |
Evaluation of Concrete Pavement Conditions and Design Features Using LTPP FWD Deflection Data | p. 281 |
GPR and Newer NDT | |
A New Backcalculation Procedure Based on Dispersion Analysis of FWD Time-History Deflections and Surface Wave Measurements Using Artificial Neural Networks | p. 297 |
Pavement Characterization Using Ground Penetrating Radar: State of the Art And Current Practice | p. 313 |
Seismic Pavement Analyzer Vs. Falling Weight Deflectometer for Pavement Evaluation: Comparative Study | p. 327 |
Use of Seismic Pavement Analyzer in Forensic Studies in Texas | p. 346 |
Dynamic Analysis of Deflection Data | |
Effect of Frequency-dependent Asphalt Concrete Layer Moduli on Pavement Response | p. 365 |
Use of Multifrequency Backcalculation for Determining Moduli of a Pavement Structure | p. 383 |
Dynamic Analysis of FWD Test Results for Rigid Pavements | p. 398 |
Dynamic Backcalculation and Overlay Design Based on FWD Data | p. 413 |
Rolling Weight Deflectometer | |
Continuous Profiling of Flexible and Rigid Highway and Airport Pavements With the Rolling Dynamic Deflectometer | p. 429 |
A Comparison of the Rolling Weight Deflectometer with the Falling Weight Deflectometer | p. 444 |
Development of a Laser-Based High Speed Deflectograph | p. 457 |
Comparative Studies of Backcalculated Results from FWDs with Different Loading Duration | p. 470 |
Noteworthy Papers not presented at Symposium | |
Prediction of Remaining Life of Flexible Pavements with Artificial Neural Networks Models | p. 484 |
Estimation of Design Season Modulus for Overlay Design | p. 499 |
Flexible Pavement Condition Evaluation Using Deflection Basin Parameters And Dynamic Finite Element Analysis Implemented by Artificial Neural Networks | p. 514 |
Author Index | p. 531 |
Subject Index | p. 533 |