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Pavement Performance Model Development Using Bayesian Algorithm
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 Title & Authors
Pavement Performance Model Development Using Bayesian Algorithm
Mun, Sungho;
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 Abstract
PURPOSES : The objective of this paper is to develop a pavement performance model based on the Bayesian algorithm, and compare the measured and predicted performance data. METHODS : In this paper, several pavement types such as SMA (stone mastic asphalt), PSMA (polymer-modified stone mastic asphalt), PMA (polymer-modified asphalt), SBS (styrene-butadiene-styrene) modified asphalt, and DGA (dense-graded asphalt) are modeled in terms of the performance evaluation of pavement structures, using the Bayesian algorithm. RESULTS : From case studies related to the performance model development, the statistical parameters of the mean value and standard deviation can be obtained through the Bayesian algorithm, using the initial performance data of two different pavement cases. Furthermore, an accurate performance model can be developed, based on the comparison between the measured and predicted performance data. CONCLUSIONS : Based on the results of the case studies, it is concluded that the determined coefficients of the nonlinear performance models can be used to accurately predict the long-term performance behaviors of DGA and modified asphalt concrete pavements. In addition, the developed models were evaluated through comparison studies between the initial measurement and prediction data, as well as between the final measurement and prediction data. In the model development, the initial measured data were used.
 Keywords
pavement;performance;bayesian algorithm;model;
 Language
Korean
 Cited by
1.
파티클 필터기법을 통한 비선형 피로모델 개발 연구,문성호;

한국도로학회논문집, 2016. vol.18. 4, pp.63-68 crossref(new window)
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