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dc.contributor.authorGholami, R.
dc.contributor.authorRasouli, Vamegh
dc.contributor.authorAlimoradi, A.
dc.date.accessioned2017-01-30T14:00:19Z
dc.date.available2017-01-30T14:00:19Z
dc.date.created2013-03-20T20:00:49Z
dc.date.issued2012
dc.identifier.citationGholami, Raoof and Rasouli, Vamegh and Alimoradi, Andisheh. 2012. Improved RMR rock mass classification using artificial intelligence algorithms. Rock Mechanics and Rock Engineering. [In Press].
dc.identifier.urihttp://hdl.handle.net/20.500.11937/37199
dc.identifier.doi10.1007/s00603-012-0338-7
dc.description.abstract

Rock mass classification systems such as rock mass rating (RMR) are very reliable means to provide information about the quality of rocks surrounding a structure as well as to propose suitable support systems for unstable regions. Many correlations have been proposed to relate measured quantities such as wave velocity to rock mass classification systems to limit the associated time and cost of conducting the sampling and mechanical tests conventionally used to calculate RMR values. However, these empirical correlations have been found to be unreliable, as they usually overestimate or underestimate the RMR value. The aim of this paper is to compare the results of RMR classification obtained from the use of empirical correlations versus machine-learning methodologies based on artificial intelligence algorithms. The proposed methods were verified based on two case studies located in northern Iran. Relevance vector regression (RVR) and support vector regression (SVR), as two robust machine-learning methodologies, were used to predict the RMR for tunnel host rocks. RMR values already obtained by sampling and site investigation at one tunnel were taken into account as the output of the artificial networks during training and testing phases. The results reveal that use of empirical correlations overestimates the predicted RMR values. RVR and SVR, however, showed more reliable results, and are therefore suggested for use in RMR classification for design purposes of rock structures.

dc.publisherSpringer Wien
dc.subjectcorrelations
dc.subjectartificial intelligence
dc.subjecttunnel seismic prediction
dc.subjectrock mass rating
dc.titleImproved RMR rock mass classification using artificial intelligence algorithms
dc.typeJournal Article
dcterms.source.volumeNov 12
dcterms.source.issn07232632
dcterms.source.titleRock Mechanics and Rock Engineering
curtin.department
curtin.accessStatusFulltext not available


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