New models for strength and deformability parameter calculation in rock masses using data mining techniques

dc.contributor.authorMiranda, Tiago F. S.
dc.contributor.authorCorreia, A. Gomes
dc.contributor.authorSantos, Manuel
dc.contributor.authorSousa, L. R.
dc.contributor.authorCortez, Paulo
dc.date.accessioned2011-12-19T15:45:22Z
dc.date.available2011-12-19T15:45:22Z
dc.date.issued2011
dc.date.submitted2011
dc.description.abstractDue to the inherent geological complexity and characterisation difficulties in rock formations, the evaluation of geomechanical parameters is very complex, mostly in the initial project stages and in small scale geotechnical works, where information is scarce for the definition of an accurate geotechnical model. However, in large geotechnical projects, a great amount of data are produced and used to establish near-homogeneous geotechnical zones. If properly analysed, these data can provide valuable information that can be used in situations where knowledge of the rock mass is limited. Yet, this implies the organisation of geotechnical data in formats for proper analysis using advanced tools which is not normally done. Data Mining techniques have been successfully used in many fields but scarcely in geotechnics. They seem to be very adequate as an advanced technique for analysing large and complex databases that can be built with geotechnical information within the framework of an overall process of Knowledge Discovery in Databases (KDD). In this work, a first approach of a KDD process applied in the context of rock mechanics is presented. The main goal was to find new models to evaluate strength and deformability parameters. In this process, a large database of geotechnical data were assembled concerning an important underground structure built in a predominantly granite rock formation. These innovative methodologies and tools were used to analyse and extract new and useful knowledge. The procedure allowed developing new, simple, and reliable models to predict geomechanical parameters, namely friction angle, cohesion and deformability modulus using different sets of input data which can be used in different situations of information availability.eng
dc.description.sponsorshipThe writers wish to express their thanks to EDP Producao EM for authorization and making available the necessary data. This work was financed by the Foundation for Science and Technology (FCT) in the framework of the Research Project No. POCI/ECM/57495/2004, entitled Geotechnical Risk in Tunnels for High Speed Trains.por
dc.distributioninternational
dc.identifier.doi10.1061/(ASCE)GM.1943-5622.0000071
dc.identifier.issn1532-3641por
dc.identifier.urihttps://hdl.handle.net/1822/15433
dc.language.isoengpor
dc.peerreviewedyespor
dc.publisherAmerican Society of Civil Engineers (ASCE)por
dc.rightsrestrictedAccesspor
dc.subjectStrengthpor
dc.subjectDeformability parameterspor
dc.subjectData Miningpor
dc.subjectDatabasespor
dc.subjectData analysispor
dc.subjectArtificial intelligencepor
dc.subjectGeotechnical modelspor
dc.subjectUnderground structurespor
dc.subject.wosScience & Technologypor
dc.titleNew models for strength and deformability parameter calculation in rock masses using data mining techniquespor
dc.typearticle
dspace.entity.typePublicationen
oaire.citationEndPage58por
oaire.citationIssue1por
oaire.citationStartPage44por
oaire.citationVolume11por
sdum.journalInternational Journal of Geomechanicspor
sdum.publicationstatuspublishedpor

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