YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Computing in Civil Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Computing in Civil Engineering
    • 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

    Feedforward Analysis for Shield-Ground System

    Source: Journal of Computing in Civil Engineering:;2013:;Volume ( 027 ):;issue: 003
    Author:
    Lieyun Ding
    ,
    Fan Wang
    ,
    Hanbin Luo
    ,
    Minghui Yu
    ,
    Xianguo Wu
    DOI: 10.1061/(ASCE)CP.1943-5487.0000219
    Publisher: American Society of Civil Engineers
    Abstract: Ground surface settlement is an important measurement in identifying potential damages for shield tunneling. Identifying the relationship between shield parameters and the resulting settlement is of vital importance to the reasonable adjustment of the shield parameters so as to control settlement development. However, many other factors, besides the shield parameters, affect settlement, which makes shield-ground interaction complicated. Therefore, a better method is necessary for extracting the shield-ground relationship for the purpose of steering shield tunneling. This paper proposes a method that incorporates smooth relevance vector machine (sRVM) and particle swarm optimization (PSO) for shield steering with concern for settlement control. First, smooth relevance vector machine with adaptive Gaussian kernel function is used to establish the relationship between the identified factors and the settlement. Particle swarm optimization is then applied to identify the appropriate kernel parameters. Then, optimal shield parameters are searched based on the established relationships. A slurry shield-driven tunnel (the Jiyuqiao-Jianghan Road tunnel) is used to validate the method. The results evaluate the potential as well as some limitations of the proposed method, which attempts to offer an alternative means for feedforward control of shield steering.
    • Download: (1.161Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Feedforward Analysis for Shield-Ground System

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/59200
    Collections
    • Journal of Computing in Civil Engineering

    Show full item record

    contributor authorLieyun Ding
    contributor authorFan Wang
    contributor authorHanbin Luo
    contributor authorMinghui Yu
    contributor authorXianguo Wu
    date accessioned2017-05-08T21:40:38Z
    date available2017-05-08T21:40:38Z
    date copyrightMay 2013
    date issued2013
    identifier other%28asce%29cp%2E1943-5487%2E0000227.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59200
    description abstractGround surface settlement is an important measurement in identifying potential damages for shield tunneling. Identifying the relationship between shield parameters and the resulting settlement is of vital importance to the reasonable adjustment of the shield parameters so as to control settlement development. However, many other factors, besides the shield parameters, affect settlement, which makes shield-ground interaction complicated. Therefore, a better method is necessary for extracting the shield-ground relationship for the purpose of steering shield tunneling. This paper proposes a method that incorporates smooth relevance vector machine (sRVM) and particle swarm optimization (PSO) for shield steering with concern for settlement control. First, smooth relevance vector machine with adaptive Gaussian kernel function is used to establish the relationship between the identified factors and the settlement. Particle swarm optimization is then applied to identify the appropriate kernel parameters. Then, optimal shield parameters are searched based on the established relationships. A slurry shield-driven tunnel (the Jiyuqiao-Jianghan Road tunnel) is used to validate the method. The results evaluate the potential as well as some limitations of the proposed method, which attempts to offer an alternative means for feedforward control of shield steering.
    publisherAmerican Society of Civil Engineers
    titleFeedforward Analysis for Shield-Ground System
    typeJournal Paper
    journal volume27
    journal issue3
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)CP.1943-5487.0000219
    treeJournal of Computing in Civil Engineering:;2013:;Volume ( 027 ):;issue: 003
    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