An appraisal of statistical and probabilistic models in highway pavementsSkip to content
An appraisal of statistical and probabilistic models in highway pavements
Yıl 2024, Cilt: 8 Sayı: 2, 300 – 329, 30.04.2024
Jonah Agunwamba , Michael Toryila Tiza , Fidelis Okafor
https://doi.org/10.31127/tuje.1389994
Öz
Accurate performance prediction is crucial for safe and efficient travel on highway pavements. Within pavement engineering, statistical models play a pivotal role in understanding pavement behavior and durability. This comprehensive study critically evaluates a spectrum of statistical models utilized in pavement engineering, encompassing mechanistic-empirical, Weibull distribution, Markov chain, regression, Bayesian networks, Monte Carlo simulation, artificial neural networks, support vector machines, random forest, decision tree, fuzzy logic, time series analysis, stochastic differential equations, copula, hidden semi-Markov, generalized linear, survival analysis, response surface methodology and extreme value theory models. The assessment meticulously examines equations, parameters, data prerequisites, advantages, limitations, and applicability of each model. Detailed discussions delve into the significance of equations and parameters, evaluating model performance in predicting pavement distress, performance assessment, design optimization, and life-cycle cost analysis. Key findings emphasize the critical aspects of accurate input parameters, calibration, validation, data availability, and model complexity. Strengths, limitations, and applicability across various pavement types, materials, and climate conditions are meticulously highlighted for each model. Recommendations are outlined to enhance the effectiveness of statistical models in pavement engineering. These suggestions encompass further research and development, standardized data collection, calibration and validation protocols, model integration, decision-making frameworks, collaborative efforts, and ongoing model evaluation. Implementing these recommendations is anticipated to enhance prediction accuracy and enable informed decision-making throughout highway pavement design, construction, maintenance, and management. This study is anticipated to serve as a valuable resource, providing guidance and insights for researchers, practitioners, and stakeholders engaged in asphalt engineering, facilitating the effective utilization of statistical models in real-world pavement projects.
Anahtar Kelimeler
Model validation, Pavement engineering, Performance evaluation, Predictive modelling, Statistical models
Kaynakça
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Yıl 2024, Cilt: 8 Sayı: 2, 300 – 329, 30.04.2024
Jonah Agunwamba , Michael Toryila Tiza , Fidelis Okafor
https://doi.org/10.31127/tuje.1389994
Öz
Kaynakça
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Ferreira, S. C., Bruns, R. E., Ferreira, H. S., Matos, G. D., David, J. M., Brandão, G. C., … & Dos Santos, W. N. L. (2007). Box-Behnken design: An alternative for the optimization of analytical methods. Analytica Chimica Acta, 597(2), 179-186. https://doi.org/10.1016/j.aca.2007.07.011
Sibalija, T. V., & Majstorovic, V. D. (2012). An integrated approach to optimise parameter design of multi-response processes based on Taguchi method and artificial intelligence. Journal of Intelligent Manufacturing, 23, 1511-1528. https://doi.org/10.1007/s10845-010-0451-y
Kim, C., & Choi, K. K. (2008). Reliability-based design optimization using response surface method with prediction interval estimation. Journal of Mechanical Design, 130(12). https://doi.org/10.1115/1.2988476
Lee, S. H., Kim, H. Y., & Oh, S. I. (2002). Cylindrical tube optimization using response surface method based on stochastic process. Journal of Materials Processing Technology, 130, 490-496. https://doi.org/10.1016/S0924-0136(02)00794-X
Ma, H., Sun, Z., & Ma, G. (2022). Research on compressive strength of manufactured sand concrete based on response surface methodology (RSM). Applied Sciences, 12(7), 3506. https://doi.org/10.3390/app12073506
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Toplam 166 adet kaynakça vardır.
Ayrıntılar
Birincil Dil
İngilizce
Konular
İnşaat Yapım Mühendisliği
Bölüm
Articles
Yazarlar
Jonah Agunwamba University of Nigeria 0000-0002-0228-8250 Nigeria
Michael Toryila Tiza University of Nigeria 0000-0003-3515-8951 Nigeria
Fidelis Okafor Bir kuruma bağlı değildir 0000-0002-9408-5302 Nigeria
Erken Görünüm Tarihi
13 Nisan 2024
Yayımlanma Tarihi
30 Nisan 2024
Gönderilme Tarihi
13 Kasım 2023
Kabul Tarihi
17 Şubat 2024
Yayımlandığı Sayı
Yıl 2024 Cilt: 8 Sayı: 2
Kaynak Göster
APA
Agunwamba, J., Tiza, M. T., & Okafor, F. (2024). An appraisal of statistical and probabilistic models in highway pavements. Turkish Journal of Engineering, 8(2), 300-329. https://doi.org/10.31127/tuje.1389994
AMA
Agunwamba J, Tiza MT, Okafor F. An appraisal of statistical and probabilistic models in highway pavements. TUJE. Nisan 2024;8(2):300-329. doi:10.31127/tuje.1389994
Chicago
Agunwamba, Jonah, Michael Toryila Tiza, ve Fidelis Okafor. “An Appraisal of Statistical and Probabilistic Models in Highway Pavements”. Turkish Journal of Engineering 8, sy. 2 (Nisan 2024): 300-329. https://doi.org/10.31127/tuje.1389994.
EndNote
Agunwamba J, Tiza MT, Okafor F (01 Nisan 2024) An appraisal of statistical and probabilistic models in highway pavements. Turkish Journal of Engineering 8 2 300–329.
IEEE
J. Agunwamba, M. T. Tiza, ve F. Okafor, “An appraisal of statistical and probabilistic models in highway pavements”, TUJE, c. 8, sy. 2, ss. 300–329, 2024, doi: 10.31127/tuje.1389994.
ISNAD
Agunwamba, Jonah vd. “An Appraisal of Statistical and Probabilistic Models in Highway Pavements”. Turkish Journal of Engineering 8/2 (Nisan 2024), 300-329. https://doi.org/10.31127/tuje.1389994.
JAMA
Agunwamba J, Tiza MT, Okafor F. An appraisal of statistical and probabilistic models in highway pavements. TUJE. 2024;8:300–329.
MLA
Agunwamba, Jonah vd. “An Appraisal of Statistical and Probabilistic Models in Highway Pavements”. Turkish Journal of Engineering, c. 8, sy. 2, 2024, ss. 300-29, doi:10.31127/tuje.1389994.
Vancouver
Agunwamba J, Tiza MT, Okafor F. An appraisal of statistical and probabilistic models in highway pavements. TUJE. 2024;8(2):300-29.