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- W2136425254 abstract "Three FE models for APT were preliminarily developed to investigate the dimensionality effect: a 3-D model with a moving load, a 3-D model with a repeated load, and an axisymmetric model. Considering the computational efficiency, the axisymmetric model was finally selected in this study. Six APT tests were simulated to calibrate the FE model. In the FE analysis, the load wander effect and the temperature change in pavement was considered. The calculated permanent deformations were in a reasonably good agreement with the field measurements with an average shift factor of 1.13. The FE model and the calibrated shift factor were also used to simulate pavement structures with other base/subbase materials. The predicted results showed that the performance of 2.6 percent lime/6 percent fly ash treated subbase was similar to that of 3.5 percent cement treated subbase. The analysis also showed that the lime/fly ash treated soil could be a viable alternative to the cement treated soil. In addition, the developed FE model was used to predict the permanent deformation of two low-volume roads in Louisiana. Overall, a good agreement was found between the predicted permanent deformations and the field measurements." @default.
- W2136425254 created "2016-06-24" @default.
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- W2136425254 date "2011-12-01" @default.
- W2136425254 modified "2023-09-24" @default.
- W2136425254 title "Finite Element Simulation of Structural Performance on Flexible Pavements with Stabilized Base/Treated Subbase Materials under Accelerated Loading" @default.
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