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    Classification of Rockburst in Underground Projects: Comparison of Ten Supervised Learning Methods

    Source: Journal of Computing in Civil Engineering:;2016:;Volume ( 030 ):;issue: 005
    Author:
    Jian Zhou
    ,
    Xibing Li
    ,
    Hani S. Mitri
    DOI: 10.1061/(ASCE)CP.1943-5487.0000553
    Publisher: American Society of Civil Engineers
    Abstract: Rockburst prediction is of crucial importance to the design and construction of many underground projects. Insufficient knowledge, lack of characterizing information, and noisy data restrain rock mechanics engineers from achieving optimal prediction results. In this paper, a data set of 246 rockburst events was examined for rockburst classification using supervised learning (SL) methods. The data set was analyzed with 8 potentially relevant indicators. Eleven algorithms from 10 categories of SL algorithms were evaluated for their ability to learn rockburst, including linear discriminant analysis (LDA), quadratic discriminant analysis (QDA), partial least-squares discriminant analysis (PLSDA), naïve Bayes (NB), k-nearest neighbor (KNN), multilayer perceptron neural network (MLPNN), classification tree (CT), support vector machine (SVM), random forest (RF), and gradient-boosting machine (GBM). The data set was randomly split into two parts: training (70%) and test (30%). A 10-fold cross-validation (CV) method was applied during modeling, and an external testing set was employed to validate the prediction performance of the SL models. Two accuracy measures for multiclass problems were employed: classification rate and Cohen’s Kappa. The accuracy analysis, together with Cohen’s kappa and a nonparametric statistical test for the rockburst data set, revealed that the best models for the prediction of rockburst were GBM and RF when compared with other learning algorithms.
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      Classification of Rockburst in Underground Projects: Comparison of Ten Supervised Learning Methods

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    contributor authorJian Zhou
    contributor authorXibing Li
    contributor authorHani S. Mitri
    date accessioned2017-12-30T13:05:20Z
    date available2017-12-30T13:05:20Z
    date issued2016
    identifier other%28ASCE%29CP.1943-5487.0000553.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245500
    description abstractRockburst prediction is of crucial importance to the design and construction of many underground projects. Insufficient knowledge, lack of characterizing information, and noisy data restrain rock mechanics engineers from achieving optimal prediction results. In this paper, a data set of 246 rockburst events was examined for rockburst classification using supervised learning (SL) methods. The data set was analyzed with 8 potentially relevant indicators. Eleven algorithms from 10 categories of SL algorithms were evaluated for their ability to learn rockburst, including linear discriminant analysis (LDA), quadratic discriminant analysis (QDA), partial least-squares discriminant analysis (PLSDA), naïve Bayes (NB), k-nearest neighbor (KNN), multilayer perceptron neural network (MLPNN), classification tree (CT), support vector machine (SVM), random forest (RF), and gradient-boosting machine (GBM). The data set was randomly split into two parts: training (70%) and test (30%). A 10-fold cross-validation (CV) method was applied during modeling, and an external testing set was employed to validate the prediction performance of the SL models. Two accuracy measures for multiclass problems were employed: classification rate and Cohen’s Kappa. The accuracy analysis, together with Cohen’s kappa and a nonparametric statistical test for the rockburst data set, revealed that the best models for the prediction of rockburst were GBM and RF when compared with other learning algorithms.
    publisherAmerican Society of Civil Engineers
    titleClassification of Rockburst in Underground Projects: Comparison of Ten Supervised Learning Methods
    typeJournal Paper
    journal volume30
    journal issue5
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)CP.1943-5487.0000553
    page04016003
    treeJournal of Computing in Civil Engineering:;2016:;Volume ( 030 ):;issue: 005
    contenttypeFulltext
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