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dc.contributor.authorZhang, Wengang
dc.contributor.authorZhang, Runhong
dc.contributor.authorWu, Chongzhi
dc.contributor.authorGoh, Anthony Teck Chee
dc.contributor.authorLacasse, Suzanne
dc.contributor.authorLiu, Zhongqiang
dc.contributor.authorLiu, Hanlong
dc.date.accessioned2020-08-12T06:06:54Z
dc.date.available2020-08-12T06:06:54Z
dc.date.created2020-01-13T15:22:54Z
dc.date.issued2019
dc.identifier.issn1674-9871
dc.identifier.urihttps://hdl.handle.net/11250/2671528
dc.description.abstractSoft computing techniques are becoming even more popular and particularly amenable to model the complex behaviors of most geotechnical engineering systems since they have demonstrated superior predictive capacity, compared to the traditional methods. This paper presents an overview of some soft computing techniques as well as their applications in underground excavations. A case study is adopted to compare the predictive performances of soft computing techniques including eXtreme Gradient Boosting (XGBoost), Multivariate Adaptive Regression Splines (MARS), Artificial Neural Networks (ANN), and Support Vector Machine (SVM) in estimating the maximum lateral wall deflection induced by braced excavation. This study also discusses the merits and the limitations of some soft computing techniques, compared with the conventional approaches available.
dc.language.isoeng
dc.titleState-of-the-art review of soft computing applications in underground excavations
dc.typePeer reviewed
dc.typeJournal article
dc.description.versionpublishedVersion
dc.source.journalGeoscience Frontiers
dc.identifier.doi10.1016/j.gsf.2019.12.003
dc.identifier.cristin1771704
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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