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    Predicting Deformations of Tunnel Surrounding Rock by Using Least Squares Support Vector Machine

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2011:;Volume ( 005 ):;issue: 001
    Author:
    Li Xiaolong
    ,
    Wang Fuming
    ,
    Cai Yingchun
    DOI: 10.1061/JHTRCQ.0000041
    Publisher: American Society of Civil Engineers
    Abstract: In order to overcome the disadvantages of high computational complexity and inconvenience when forecasting deformations of surrounding rock by using support vector machine of standard form (Vapnik SVM), a new deformation prediction method based on least squares support vector machine (LS-SVM) was presented. By using this method, the excavated rock mass was regarded as a time-dependent system with high uncertainty and a sliding time window was employed at first to select learning examples, then the examples obtained was used for training the corresponding LS-SVM prediction model. Finally the proposed method was applied to forecast the surrounding rock deformations of Xuejiazhuang Tunnel. The result shows that the method has relatively high prediction accuracy and therefore it is a feasible deformation prediction method with low computational complexity.
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      Predicting Deformations of Tunnel Surrounding Rock by Using Least Squares Support Vector Machine

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    http://yetl.yabesh.ir/yetl1/handle/yetl/70582
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    contributor authorLi Xiaolong
    contributor authorWang Fuming
    contributor authorCai Yingchun
    date accessioned2017-05-08T22:04:42Z
    date available2017-05-08T22:04:42Z
    date copyrightMarch 2011
    date issued2011
    identifier otherjhtrcq%2E0000041.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70582
    description abstractIn order to overcome the disadvantages of high computational complexity and inconvenience when forecasting deformations of surrounding rock by using support vector machine of standard form (Vapnik SVM), a new deformation prediction method based on least squares support vector machine (LS-SVM) was presented. By using this method, the excavated rock mass was regarded as a time-dependent system with high uncertainty and a sliding time window was employed at first to select learning examples, then the examples obtained was used for training the corresponding LS-SVM prediction model. Finally the proposed method was applied to forecast the surrounding rock deformations of Xuejiazhuang Tunnel. The result shows that the method has relatively high prediction accuracy and therefore it is a feasible deformation prediction method with low computational complexity.
    publisherAmerican Society of Civil Engineers
    titlePredicting Deformations of Tunnel Surrounding Rock by Using Least Squares Support Vector Machine
    typeJournal Paper
    journal volume5
    journal issue1
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000041
    treeJournal of Highway and Transportation Research and Development (English Edition):;2011:;Volume ( 005 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian