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Machine Learning Based Models Coupled with Data Assimilation Techniques for Pavement Rutting Prediction

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dc.contributor.advisor Chehab, Ghassan
dc.contributor.advisor Saad, George
dc.contributor.author Haddad, Angela
dc.date.accessioned 2020-09-23T17:52:39Z
dc.date.available 2020-09-23T17:52:39Z
dc.date.issued 9/23/2020
dc.identifier.uri http://hdl.handle.net/10938/22103
dc.description Hazem Hajj
dc.description.abstract Rutting is one of the critical distresses affecting the safety and serviceability of flexible pavements. Modeling the progression of rutting remains a challenge due to its numerous interacting factors. There exist many empirical and probabilistic models for predicting rutting propagation in the literature. However, these models are limited by their ability to accurately simulate local conditions, their high input requirements, and their local calibration requirements. Provided the significance of predicting rutting to ensure timely and strategic maintenance interventions, this study aims at developing a framework that achieves accurate rut depth predictions and quantifies the relative contribution of the different factors. This framework is characterized by low input requirements that can accommodate data scarcity and resource limitations in local road agencies, mainly in developing countries, that are initiating their pavement management systems. For the scope of this research, historical rutting time-series, climate, traffic, and pavement design and materials data are acquired from the Long-Term Pavement Performance database (LTPP) and employed in training a Deep Neural Network (DNN). Ultimately, a model requiring twenty-nine inputs was determined. The findings show that the developed DNN model has significantly superior performance as compared to a multiple-linear regression model developed using the same dataset, the mechanistic-empirical rutting prediction model provided in Pavement-ME, and the world bank’s HDM-4 models. The model estimations were further used to capture and rank the relative importance of the different variables, which confirmed the high influence of traffic and climatic conditions. Generic family performance curves that correspond to certain traffic, climate, and mix design combinations are developed to further simplify the problem and assist road agencies that cannot acquire the data required for utilizing the DNN. Family curves introduce additional inaccuracies due to the mathematical simplifications; therefore, an Ensemble Kalman Filter (EnKF) framework is proposed to probabilistically calibrate the family models as new measurements become available.
dc.language.iso en
dc.subject Machine Learning
dc.subject Neural Networks
dc.subject Ensemble Kalman Filter
dc.subject Sequential Data Assimilation
dc.subject Asphalt pavements
dc.subject Rutting
dc.subject deterioration models
dc.subject Performance prediction
dc.title Machine Learning Based Models Coupled with Data Assimilation Techniques for Pavement Rutting Prediction
dc.type Thesis
dc.contributor.department Department of Civil and Environmental Engineering
dc.contributor.faculty Maroun Semaan Faculty of Engineering and Architecture
dc.contributor.institution American University of Beirut


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