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    Improved RMR rock mass classification using artificial intelligence algorithms

    Access Status
    Fulltext not available
    Authors
    Gholami, R.
    Rasouli, Vamegh
    Alimoradi, A.
    Date
    2012
    Type
    Journal Article
    
    Metadata
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    Citation
    Gholami, Raoof and Rasouli, Vamegh and Alimoradi, Andisheh. 2012. Improved RMR rock mass classification using artificial intelligence algorithms. Rock Mechanics and Rock Engineering. [In Press].
    Source Title
    Rock Mechanics and Rock Engineering
    DOI
    10.1007/s00603-012-0338-7
    ISSN
    07232632
    URI
    http://hdl.handle.net/20.500.11937/37199
    Collection
    • Curtin Research Publications
    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.

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