70850726Final report.PDFTech ReportVHTRC 76-R10Modulus of elasticityVirginiaVirginia Transportation Research CouncilCarpenter, William A.,Ozyildirim, H. CelikVaswami, Nari KVirginia Highway & Transportation Research CouncilVirginia. Dept. of Highways and TransportationUS Transportation CollectionThe determination of the elastic, or Young's, modulus, E, of the materials in each layer in an n-layered pavement system given the number, order, thicknesses, and Poisson's ratios of the layers, and the surface load and deflection data, is not possible using the classical theory of elasticity alone. This report develops some assumptions and techniques, based on the effective modulus concept, Burmister's deflection equation, the finite element method...
Dynamic test deflections have been duplicated by elastic theory using the Chevron N-layered computer...
Most mechanistic empirical pavement analyses are based on the layered elastic models where the stres...
PDFTech ReportMPM-08Flexible pavementsDynamic modulus of elasticityModulus of resilienceCreepAsphalt...
5316754PDFTech ReportVHTRC 78-R53Asphalt concrete pavementsBenkelman beamDeflectionModulus of elasti...
Summary.PDFBooklet/PamphletBDK75 977-10Base course (Pavements)Pavement layersSoil mechanicsGeotechni...
Backcalculation programs are used for evaluation of pavement layer moduli from falling weight deflec...
"Prepared in cooperation with The Ohio Department of Transportation and the U.S. Department of Trans...
This study evaluates the back calculation of stiffness of a pavement section on Interstate 40 (I-40)...
2007Executive SummaryErnie PanPDFBriefFHWA/OH-2007/12TemperatureRuttingFatigue crackingModulus of re...
Dynamic test deflections have been duplicated by elastic theory using the Chevron N-layered computer...
A semi-mechanistic semi-empirical analysis technique has been developed in South Africa whereby defl...
Federal Highway Administration2015PDFTech ReportVon Quintus, Harold L.Rao, ChetanaIrwin, Lynne H.App...
Deformations, caused by the axle loads of moving vehicles, are one of the main causes for pavement d...
The main objective of the research project was to derive the equation for calculating the pavement e...
7189500PDFTech ReportVHTRC 81-R19VirginiaVirginia Transportation Research CouncilMcGhee, Kenneth HVa...
Dynamic test deflections have been duplicated by elastic theory using the Chevron N-layered computer...
Most mechanistic empirical pavement analyses are based on the layered elastic models where the stres...
PDFTech ReportMPM-08Flexible pavementsDynamic modulus of elasticityModulus of resilienceCreepAsphalt...
5316754PDFTech ReportVHTRC 78-R53Asphalt concrete pavementsBenkelman beamDeflectionModulus of elasti...
Summary.PDFBooklet/PamphletBDK75 977-10Base course (Pavements)Pavement layersSoil mechanicsGeotechni...
Backcalculation programs are used for evaluation of pavement layer moduli from falling weight deflec...
"Prepared in cooperation with The Ohio Department of Transportation and the U.S. Department of Trans...
This study evaluates the back calculation of stiffness of a pavement section on Interstate 40 (I-40)...
2007Executive SummaryErnie PanPDFBriefFHWA/OH-2007/12TemperatureRuttingFatigue crackingModulus of re...
Dynamic test deflections have been duplicated by elastic theory using the Chevron N-layered computer...
A semi-mechanistic semi-empirical analysis technique has been developed in South Africa whereby defl...
Federal Highway Administration2015PDFTech ReportVon Quintus, Harold L.Rao, ChetanaIrwin, Lynne H.App...
Deformations, caused by the axle loads of moving vehicles, are one of the main causes for pavement d...
The main objective of the research project was to derive the equation for calculating the pavement e...
7189500PDFTech ReportVHTRC 81-R19VirginiaVirginia Transportation Research CouncilMcGhee, Kenneth HVa...
Dynamic test deflections have been duplicated by elastic theory using the Chevron N-layered computer...
Most mechanistic empirical pavement analyses are based on the layered elastic models where the stres...
PDFTech ReportMPM-08Flexible pavementsDynamic modulus of elasticityModulus of resilienceCreepAsphalt...