Pavement deflection data are often used to evaluate a pavement's structural condition nondestructively. Pavement layers are important parameters in view of bearing capacity. Pavement layer thickness may be known from the design project or site investigation. At the same time, using backcalculation analysis, flexible pavement layer thicknesses together with in situ material properties can also be backcalculated from the measured field data through appropriate analysis techniques. Data mining (DM) process has not been used as a backcalculation tool before. In this study, DM process is used in backcalculating the pavement layer thickness from deflections measured on the surface of the flexible pavements. Experimental deflection data groups fro...
Artificial neural networks provide a fundamentally new approach to backcalculation of pavement layer...
The research team recognized the value of network-level Falling Weight Deflectometer (FWD) testing t...
Decisions regarding the selection and implementation of appropriate pavement rehabilitation methods ...
This paper describes the use of data mining tools for predicting the non-linear layer moduli of asph...
Pavement structures are assessed based on its functional and structural capacity in order to evaluat...
WOS: 000237756300001In current practice, the evaluation of the performance of existing road pavement...
42-50Pavement deflection data are often used to evaluate a pavement’s structural condition non-dest...
It is possible that errors in backcalculated concrete pavement properties could be contributed by th...
Nondestructive testing (NDT) is the integral part of the performance evaluation of flexible pavement...
"Prepared in cooperation with The Ohio Department of Transportation and the U.S. Department of Trans...
Evaluation of pavement structural performance by Non Destructive Test (NDT) has been growing since t...
This paper describes a computational approach, SOFTSYS, recently developed at the University of Illi...
Backcalculation analysis of pavement layer moduli is typically conducted based on Falling Weight Def...
Final report.PDFTech ReportFHWA/OH-2012/18134481Overlays (Pavements)Elastic analysisStructural analy...
The research team recognized the value of network-level Falling Weight Deflectometer (FWD) testing t...
Artificial neural networks provide a fundamentally new approach to backcalculation of pavement layer...
The research team recognized the value of network-level Falling Weight Deflectometer (FWD) testing t...
Decisions regarding the selection and implementation of appropriate pavement rehabilitation methods ...
This paper describes the use of data mining tools for predicting the non-linear layer moduli of asph...
Pavement structures are assessed based on its functional and structural capacity in order to evaluat...
WOS: 000237756300001In current practice, the evaluation of the performance of existing road pavement...
42-50Pavement deflection data are often used to evaluate a pavement’s structural condition non-dest...
It is possible that errors in backcalculated concrete pavement properties could be contributed by th...
Nondestructive testing (NDT) is the integral part of the performance evaluation of flexible pavement...
"Prepared in cooperation with The Ohio Department of Transportation and the U.S. Department of Trans...
Evaluation of pavement structural performance by Non Destructive Test (NDT) has been growing since t...
This paper describes a computational approach, SOFTSYS, recently developed at the University of Illi...
Backcalculation analysis of pavement layer moduli is typically conducted based on Falling Weight Def...
Final report.PDFTech ReportFHWA/OH-2012/18134481Overlays (Pavements)Elastic analysisStructural analy...
The research team recognized the value of network-level Falling Weight Deflectometer (FWD) testing t...
Artificial neural networks provide a fundamentally new approach to backcalculation of pavement layer...
The research team recognized the value of network-level Falling Weight Deflectometer (FWD) testing t...
Decisions regarding the selection and implementation of appropriate pavement rehabilitation methods ...