Add to ORKG202-206In this paper, a new algorithm for backcalculating pavement layer moduli from pavement deflection basin is presented. The algorithm uses SDUFEM finite element based backcalculation program in the iterative process and adopts backcalculating pavement layer moduli at fixed Poisson's ratios. After forward calculation for surface deflections at specific points is made with known elastic properties, flexible pavement layer moduli are backcalculated using new algorithm
Most mechanistic empirical pavement analyses are based on the layered elastic models where the stres...
Most mechanistic empirical pavement analyses are based on the layered elastic models where the stres...
The aim of this research project is to develop an improved backcalculation procedure, for the determ...
"Prepared in cooperation with The Ohio Department of Transportation and the U.S. Department of Trans...
Final report.PDFTech ReportFHWA/OH-2012/18134481Overlays (Pavements)Elastic analysisStructural analy...
Executive summary report.PDFBooklet/PamphletFHWA/OH-2012/18134481Overlays (Pavements)Elastic analysi...
Extensive studies have been done on backcalculation of moduli associated with the Falling Weight Def...
221-230In recent years pavement maintenance planning has become a main task among highway agencies....
The static elastic moduli of pavement layers can be considered to be among the most controversial ph...
WOS: 000237756300001In current practice, the evaluation of the performance of existing road pavement...
Artificial neural networks provide a fundamentally new approach to backcalculation of pavement layer...
38-42In this paper, a new formulation based on Artificial Neural Networks (ANN) is presented for ba...
[[abstract]]The main objective of this study was to investigate the fundamental principles of flexib...
This paper describes a computational approach, SOFTSYS, recently developed at the University of Illi...
SIGLEAvailable from British Library Document Supply Centre-DSC:DXN012834 / BLDSC - British Library D...
Most mechanistic empirical pavement analyses are based on the layered elastic models where the stres...
Most mechanistic empirical pavement analyses are based on the layered elastic models where the stres...
The aim of this research project is to develop an improved backcalculation procedure, for the determ...
"Prepared in cooperation with The Ohio Department of Transportation and the U.S. Department of Trans...
Final report.PDFTech ReportFHWA/OH-2012/18134481Overlays (Pavements)Elastic analysisStructural analy...
Executive summary report.PDFBooklet/PamphletFHWA/OH-2012/18134481Overlays (Pavements)Elastic analysi...
Extensive studies have been done on backcalculation of moduli associated with the Falling Weight Def...
221-230In recent years pavement maintenance planning has become a main task among highway agencies....
The static elastic moduli of pavement layers can be considered to be among the most controversial ph...
WOS: 000237756300001In current practice, the evaluation of the performance of existing road pavement...
Artificial neural networks provide a fundamentally new approach to backcalculation of pavement layer...
38-42In this paper, a new formulation based on Artificial Neural Networks (ANN) is presented for ba...
[[abstract]]The main objective of this study was to investigate the fundamental principles of flexib...
This paper describes a computational approach, SOFTSYS, recently developed at the University of Illi...
SIGLEAvailable from British Library Document Supply Centre-DSC:DXN012834 / BLDSC - British Library D...
Most mechanistic empirical pavement analyses are based on the layered elastic models where the stres...
Most mechanistic empirical pavement analyses are based on the layered elastic models where the stres...
The aim of this research project is to develop an improved backcalculation procedure, for the determ...