YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Transportation Engineering, Part B: Pavements
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Transportation Engineering, Part B: Pavements
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Surface Identification of Top-Down, Bottom-Up, and Cement-Treated Reflective Cracks Using Convolutional Neural Network and Artificial Neural Networks

    Source: Journal of Transportation Engineering, Part B: Pavements:;2021:;Volume ( 147 ):;issue: 001::page 04020080-1
    Author:
    Nirmal Dhakal
    ,
    Zia U. A. Zihan
    ,
    Mostafa A. Elseifi
    ,
    Momen R. Mousa
    ,
    Kevin Gaspard
    ,
    Christophe N. Fillastre
    DOI: 10.1061/JPEODX.0000240
    Publisher: ASCE
    Abstract: Transportation agencies often need to differentiate between top-down and bottom-up cracking in the field to set up an effective and targeted schedule and budget for the repair of these cracks. The objective of this study was to formulate a convolutional neural networks (CNN) model and to develop a decision-making tool using artificial neural networks (ANN) to identify top-down, bottom-up, and cement-treated (CT) reflective cracking for in-service flexible pavements. The CNN model was developed by modifying a pretrained network, which was fitted, tested, and validated using 200 pavement images. The CNN’s architecture consisted of five convolutional layers with three max-pooling layers and three fully connected layers. Input variables for the ANN model were pavement age, asphalt concrete (AC) thickness, annual average daily traffic (AADT), type of base, crack orientation, and crack location. The ANN network architecture consisted of three layers: an input layer of six neurons, a hidden layer of ten neurons, and a target layer of three neurons. In-service pavement sections were selected for validation and testing of the ANN model based on the parameters identified for these sites. The developed CNN model was found to achieve an accuracy of 88.9% and 86.7% in the testing and validation phases, respectively. The ANN-based decision-making tool achieved an overall accuracy of 89.3%, indicating its effectiveness in crack identification and classification.
    • Download: (3.058Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Surface Identification of Top-Down, Bottom-Up, and Cement-Treated Reflective Cracks Using Convolutional Neural Network and Artificial Neural Networks

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4270730
    Collections
    • Journal of Transportation Engineering, Part B: Pavements

    Show full item record

    contributor authorNirmal Dhakal
    contributor authorZia U. A. Zihan
    contributor authorMostafa A. Elseifi
    contributor authorMomen R. Mousa
    contributor authorKevin Gaspard
    contributor authorChristophe N. Fillastre
    date accessioned2022-02-01T00:00:24Z
    date available2022-02-01T00:00:24Z
    date issued3/1/2021
    identifier otherJPEODX.0000240.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270730
    description abstractTransportation agencies often need to differentiate between top-down and bottom-up cracking in the field to set up an effective and targeted schedule and budget for the repair of these cracks. The objective of this study was to formulate a convolutional neural networks (CNN) model and to develop a decision-making tool using artificial neural networks (ANN) to identify top-down, bottom-up, and cement-treated (CT) reflective cracking for in-service flexible pavements. The CNN model was developed by modifying a pretrained network, which was fitted, tested, and validated using 200 pavement images. The CNN’s architecture consisted of five convolutional layers with three max-pooling layers and three fully connected layers. Input variables for the ANN model were pavement age, asphalt concrete (AC) thickness, annual average daily traffic (AADT), type of base, crack orientation, and crack location. The ANN network architecture consisted of three layers: an input layer of six neurons, a hidden layer of ten neurons, and a target layer of three neurons. In-service pavement sections were selected for validation and testing of the ANN model based on the parameters identified for these sites. The developed CNN model was found to achieve an accuracy of 88.9% and 86.7% in the testing and validation phases, respectively. The ANN-based decision-making tool achieved an overall accuracy of 89.3%, indicating its effectiveness in crack identification and classification.
    publisherASCE
    titleSurface Identification of Top-Down, Bottom-Up, and Cement-Treated Reflective Cracks Using Convolutional Neural Network and Artificial Neural Networks
    typeJournal Paper
    journal volume147
    journal issue1
    journal titleJournal of Transportation Engineering, Part B: Pavements
    identifier doi10.1061/JPEODX.0000240
    journal fristpage04020080-1
    journal lastpage04020080-10
    page10
    treeJournal of Transportation Engineering, Part B: Pavements:;2021:;Volume ( 147 ):;issue: 001
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian