Proposal and Evaluation of Pavement Deterioration Prediction Method by Recurrent Neural Network

The pavement deterioration prediction model is a basic module of the PMS (Pavement Management System), and its prediction results influence the decision making of pavement administrators. Hence, it is very important to improve prediction accuracy. There is a rutting depth as a major indicator showin...

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Main Authors: Tomoyuki Okuda, Kouyu Suzuki, Naohiko Kohtake
Format: Article
Language:English
Published: Research Plus Journals 2017-12-01
Series:International Journal of Advanced Research in Engineering
Online Access:http://researchplusjournals.com/index.php/IJARE/article/view/345
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spelling doaj-747f656aa59544c3bf19b068289380692020-11-25T00:06:26ZengResearch Plus JournalsInternational Journal of Advanced Research in Engineering2412-43622017-12-0134162110.24178/ijare.2017.3.4.16345Proposal and Evaluation of Pavement Deterioration Prediction Method by Recurrent Neural NetworkTomoyuki Okuda0Kouyu Suzuki1Naohiko Kohtake2Graduate School of System Design and Management, Keio University, Kohoku Yokohama, JapanInfrastructure Management Department, Pasco Corporation, JapanGraduate School of System Design and Management, Keio University, JapanThe pavement deterioration prediction model is a basic module of the PMS (Pavement Management System), and its prediction results influence the decision making of pavement administrators. Hence, it is very important to improve prediction accuracy. There is a rutting depth as a major indicator showing the state of pavement used in PMS. In this research, we propose a method to predict rutting depth by introducing a technique to improve prediction accuracy by suppressing over-fitting by dropout and gradient clipping in the recently rapidly developing NN (Neural Network) model. In addition, since pavement survey data are time series data that were inspected at the same place multiple times, we applied the RNN (Recurrent Neural Network) model which can model time series data. The proposed method was applied to rutting depth prediction of periodic survey data of Kawasaki city in Japan from 1987 to 2016. In order to compare prediction accuracy, we predicted three years later using proposed method and MLR (Multiple Linear Regression) which is a typical regression model and MLP (Multi-Layer Perceptron) which is most frequently used among NN models. The RMSE and correlation coefficient R between the prediction result and the measured value were compared. We validated that the prediction ability of RNN is the highest.http://researchplusjournals.com/index.php/IJARE/article/view/345
collection DOAJ
language English
format Article
sources DOAJ
author Tomoyuki Okuda
Kouyu Suzuki
Naohiko Kohtake
spellingShingle Tomoyuki Okuda
Kouyu Suzuki
Naohiko Kohtake
Proposal and Evaluation of Pavement Deterioration Prediction Method by Recurrent Neural Network
International Journal of Advanced Research in Engineering
author_facet Tomoyuki Okuda
Kouyu Suzuki
Naohiko Kohtake
author_sort Tomoyuki Okuda
title Proposal and Evaluation of Pavement Deterioration Prediction Method by Recurrent Neural Network
title_short Proposal and Evaluation of Pavement Deterioration Prediction Method by Recurrent Neural Network
title_full Proposal and Evaluation of Pavement Deterioration Prediction Method by Recurrent Neural Network
title_fullStr Proposal and Evaluation of Pavement Deterioration Prediction Method by Recurrent Neural Network
title_full_unstemmed Proposal and Evaluation of Pavement Deterioration Prediction Method by Recurrent Neural Network
title_sort proposal and evaluation of pavement deterioration prediction method by recurrent neural network
publisher Research Plus Journals
series International Journal of Advanced Research in Engineering
issn 2412-4362
publishDate 2017-12-01
description The pavement deterioration prediction model is a basic module of the PMS (Pavement Management System), and its prediction results influence the decision making of pavement administrators. Hence, it is very important to improve prediction accuracy. There is a rutting depth as a major indicator showing the state of pavement used in PMS. In this research, we propose a method to predict rutting depth by introducing a technique to improve prediction accuracy by suppressing over-fitting by dropout and gradient clipping in the recently rapidly developing NN (Neural Network) model. In addition, since pavement survey data are time series data that were inspected at the same place multiple times, we applied the RNN (Recurrent Neural Network) model which can model time series data. The proposed method was applied to rutting depth prediction of periodic survey data of Kawasaki city in Japan from 1987 to 2016. In order to compare prediction accuracy, we predicted three years later using proposed method and MLR (Multiple Linear Regression) which is a typical regression model and MLP (Multi-Layer Perceptron) which is most frequently used among NN models. The RMSE and correlation coefficient R between the prediction result and the measured value were compared. We validated that the prediction ability of RNN is the highest.
url http://researchplusjournals.com/index.php/IJARE/article/view/345
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AT kouyusuzuki proposalandevaluationofpavementdeteriorationpredictionmethodbyrecurrentneuralnetwork
AT naohikokohtake proposalandevaluationofpavementdeteriorationpredictionmethodbyrecurrentneuralnetwork
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