A New Approach to Rapid 3d Modelling of Rock Mass Structure

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dc.contributor.authorTuranboy, Alparslan
dc.contributor.authorÜlker, Erkan
dc.date.accessioned2020-03-26T17:46:43Z
dc.date.available2020-03-26T17:46:43Z
dc.date.issued2010
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractThe prediction of rock mass behaviour is an important task in many engineering projects, as the behaviour of rock masses can be controlled by the presence of discontinuities. Being able to map the structure of a rock mass is crucial to understanding its potential behaviour. This understanding can positively impact on the safety and efficiency of an engineering project. In this research, rock masses were modelled and analysed using linear mathematical transformations and isometric perspective methods to achieve meaningful three-dimensional results. The rock mass fracture representation is based on explicit modelling of rock faces. The developed model can improve safety and productivity through its application in the determination and analysis of rock mass structure for geological and geotechnical assessment. Based on the methods explained here, a software system was developed for analysing the geometric characteristics of discontinuities in a rock mass. In this model, discontinuities in a rock mass can be visualised both individually and in combination, and cross-sections can be generated at any desired location. In addition, intersection lines between discontinuities can be generated as dip direction vectors. The natural structure attained by using this developed model agrees well with field measurements.en_US
dc.description.sponsorshipSelcuk University (Turkey)Selcuk Universityen_US
dc.description.sponsorshipThis study has been supported by the Scientific Research Projects of Selcuk University (Turkey).en_US
dc.identifier.citationTuranboy, A., Ülker, E., (2010). A New Approach to Rapid 3d Modelling of Rock Mass Structure. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 163(6), 321-331. Doi: 10.1680/geng.2010.163.6.321
dc.identifier.doi10.1680/geng.2010.163.6.321en_US
dc.identifier.endpage331en_US
dc.identifier.issn1353-2618en_US
dc.identifier.issue6en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage321en_US
dc.identifier.urihttps://dx.doi.org/10.1680/geng.2010.163.6.321
dc.identifier.urihttps://hdl.handle.net/20.500.12395/24526
dc.identifier.volume163en_US
dc.identifier.wosWOS:000285779000004en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorTuranboy, Alparslan
dc.institutionauthorÜlker, Erkan
dc.language.isoenen_US
dc.publisherIce Publen_US
dc.relation.ispartofProceedings of the Institution of Civil Engineers-Geotechnical Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectGeotechnical engineeringen_US
dc.subjectMathematical modellingen_US
dc.subjectRoadsen_US
dc.subjectHighways
dc.titleA New Approach to Rapid 3d Modelling of Rock Mass Structureen_US
dc.typeArticleen_US

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