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SEDL / STP / STP1026-EB
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STP1026
Nondestructive Testing of Pavements and Backcalculation of Moduli
Baladi GY, Bush AJ
Pages: 695
Published: 1989
Other books in this series
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Topics include: • Backcalculation of Layer Moduli State of the Art • Nondestructive Testing Deflection, Radar, and Surface Wave Testing • Backcalculations of Layer Moduli from Deflection Data • Procedures for Analysis of Nondestructive Testing Data.
Table of Contents
Overview
Baladi G., Bush A.
Backcalculation of Pavement Layer Properties
Lytton R.
Reliability Testing of Seven Nondestructive Pavement Testing Devices
Bentsen R., Harrison J., Nazarian S.
Comparison of Two Falling Weight Deflectometer Devices, Dynatest 8000 and KUAB 2M-FWD
Crovetti J., Shahin M., Touma B.
The Multidepth Deflectometer (MDD) System for Determining the Effective Elastic Moduli of Pavement Layers
De Beer M., Horak E., Visser A.
Using the Multidepth Deflectometer to Verify Modulus Backcalculation Procedures
Briggs R., Lytton R., Scullion T.
Application of Ground-Penetrating Radar and Infrared Thermography to Pavement Evaluation
Eckrose R., Holt F.
Nondestructive Evaluation of Pavements by Surface Wave Method
Nazarian S., Stokoe K.
Influence of Source and Receiver Geometry on the Testing of Pavements by the Surface Waves Method
Hiltunen D., Woods R.
USAF Wave Propagation NDT Method
Amend J., Greene J., Schauz W., Wang M.
Multilayer Elastic Program for Backcalculating Layer Moduli in Pavement Evaluation
Alexander D., Barker W., Van Cauwelaert F., White T.
Back-Analyzed Elastic Stiffnesses: Comparison Between Different Evaluation Procedures
Brown S., Tam W.
A Data Base Method for Backcalculation of Composite Pavement Layer Moduli
Anderson M.
General Procedure for Backcalculating Layer Moduli
Germann F., Lytton R., Uzan J.
Deflection Reading Accuracy and Layer Thickness Accuracy in Backcalculation of Pavement Layer Moduli
Irwin L., Stubstad R., Yang W.
Prediction of Flexible Pavement Layer Moduli from Dynaflect and FWD Deflections
Badu-Tweneboah K., Manzione C., Miley W., Ruth B.
In Situ Material Properties from Dynamic Deflection Equipment
McCullough B., Uddin W.
Development of the DBCONPAS Computer Program for Estimation of Concrete Pavement Parameters from FWD Data
Eom K., Ruth B., Tia M.
Parameter Estimates of Pavement Structure Layers and Uniqueness of the Solution
Hein D., Stolle D.
FWD Backcalculated Moduli Compared with Pavement Pressuremeter Moduli and Cyclic Triaxial Moduli
Briaud J., Cosentino P.
Backcalculation of Layer Moduli from Nondestructive Pavement Deflection Data Using the Expert System Approach
Chou Y., Lytton R., Uzan J.
A Mechanistic Method for Evaluation of Layer Moduli and Overlay Design
Ali N., Khosla N.
ILLI-SLAB and FWD Deflection Basins for Characterization of Rigid Pavements
Darter M., Foxworthy P.
A Simple Method of Measuring Pavement Rebound Deflection Bowl Data and Calculating Moduli
Justo C., Rajagopal A.
Evaluation of Moduli Backcalculation Programs for Low-Volume Roads
Chua K.
Semirigid Pavements: A Dead Loss for Backcalculation Procedures Using Deflection Bowls?
Pronk A.
Temperature, Frequency, and Load Level Correction Factors for Backcalculated Moduli Values
Germann F., Lytton R.
A Performance Comparison of Selected Backcalculation Computer Programs
Coetzee N., Lee S., Mahoney J., Stubstad R.
The Use of Falling Weight Deflectometer Data in Monitoring Flexible Pavement Systems
Jackson N., Lee S., Mahoney J., Newcomb D.
ILLI-PAVE Based NDT Analysis Procedures
Thompson M.
Nondestructive Testing Techniques and Evaluation Procedures for Airfield Pavements
Alexander D., Grogan W., Kohn S.
Using NDT Aided by an Expert System to Evaluate Airport and Highway Systems
Berger L., Greenstein J.
Stress Dependency of the (Sand) Subgrade Modulus by the Dead Weight of the Pavement Layers: Field Experiments with the Falling Weight Deflectometer
Pronk A.
SHRP Plans for Nondestructive Deflection Testing in the Development of Pavement Performance Prediction Models
Rauhut J., Richter C.
Ground Penetrating Radar Supplements Deflection Testing to Improve Airport Pavement Evaluations
Eckrose R.
Superheavy Overloads: NDT Pavement Deflections Compared to Predictions Based on Backcalculated Moduli
Nokes W.
Development of Analytical/Empirical Performance Parameters for the Structural Evaluation of Asphalt Pavements
Cortenraad W., Houtman F., van Gurp C.
Planning and Implementing a Nondestructive Pavement Testing Program
Lindly J., Pumphrey N., White T.
On Transforms and the Dispersion Computations Used for Evaluating Layer Properties
Douglas R., Eddy J., Wahls H.
Twenty Years of Nondestructive Testing and Backcalculation of Moduli for Pavements in Argentina
Angelone S., Giovanón O., Martínez F., Pagola M., Poncino H., Tosticarelli J.
Numerical and Optimization Techniques Applied to Surface Waves for Backcalculation of Layer Moduli
Drnevich V., Hossain M.
SASWOPR: A Program to Operate on Spectral Analysis of Surface Wave Data
Drnevich V., Sayyedsadr M.
Using NDT to Calculate the 1986 AASHTO Guide Subgrade Effective Resilient Modulus
Lindly J., White T.
Author Index
Subject Index
Committee: D04
Paper ID: STP1026-EB
DOI: 10.1520/STP1026-EB
ISBN-EB: 978-0-8031-5087-4
 ASTM International is a member of CrossRef.
0-8031-1260-2
978-0-8031-1260-5
STP1026-EB
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