A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Nondestructive Structural Evaluation of Pavements
Contents: Nonlinear Effects in Falling Weight Deflectometer Tests; Effect of Depth to Bedrock on Deflection Basins Obtained with Dynaflect and Falling Weight Deflectometer Tests; Variability in Estimation of Structural Capacity of Existing Pavements from Falling Weight Deflectometer Data; Comprehensive Evaluation of Five Sensors Used To Measure Pavement Deflection; Effects of Buffers on Falling Weight Deflectometer Loadings and Deflections; Evaluation of a Dual-Load Nondestructive Testing System To Better Discriminate Near-Surface Layer Moduli; Estimating Damage Effects of Dual versus Wide Base Tires with Multidepth Deflectometers; Field and Laboratory Determination of Elastic Properties of Portland Cement Concrete Using Seismic Techniques; Alternative Method for Temperature Correction of Backcalculated Equivalent Pavement Moduli; Simplified, Rational Approach to Falling Weight Deflectometer Data Interpretation; Radar Pavement Thickness Evaluations for Varying Base Conditions; Modeling of Ground-Penetrating Radar Wave Propagation in Pavement Systems.
Nondestructive Structural Evaluation of Pavements
Contents: Nonlinear Effects in Falling Weight Deflectometer Tests; Effect of Depth to Bedrock on Deflection Basins Obtained with Dynaflect and Falling Weight Deflectometer Tests; Variability in Estimation of Structural Capacity of Existing Pavements from Falling Weight Deflectometer Data; Comprehensive Evaluation of Five Sensors Used To Measure Pavement Deflection; Effects of Buffers on Falling Weight Deflectometer Loadings and Deflections; Evaluation of a Dual-Load Nondestructive Testing System To Better Discriminate Near-Surface Layer Moduli; Estimating Damage Effects of Dual versus Wide Base Tires with Multidepth Deflectometers; Field and Laboratory Determination of Elastic Properties of Portland Cement Concrete Using Seismic Techniques; Alternative Method for Temperature Correction of Backcalculated Equivalent Pavement Moduli; Simplified, Rational Approach to Falling Weight Deflectometer Data Interpretation; Radar Pavement Thickness Evaluations for Varying Base Conditions; Modeling of Ground-Penetrating Radar Wave Propagation in Pavement Systems.
Nondestructive Structural Evaluation of Pavements
1992
116 pages
Report
No indication
English
Highway Engineering , Nondestructive Testing , Nondestructive tests , Pavement tests , Pavement loading , Flexible pavements , Pavement wear , Portland cements , Loads(Forces) , Radar , Thickness , Wave propagation , Pavement deflections , Estimation , Highway maintenance , Concrete pavements , Falling weight deflectometers
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