A Geometric Approach for Natural Rock Blocks in Engineering Structures

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dc.contributor.authorTuranboy, Alparslan
dc.date.accessioned2020-03-26T17:46:40Z
dc.date.available2020-03-26T17:46:40Z
dc.date.issued2010
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractThe spatial positions of the discontinuities and the shapes of rock blocks that are bounded into rock masses are important features that should be taken into consideration, especially in an effort to better understand the mechanisms in which a rock fails under a load. Therefore, explicit descriptions of in situ rock mass structures are necessary in many areas of mining and construction engineering. In this paper, new geometrical classifications of two discontinuities as a construction method are developed according to the spatial orientations of the discontinuities and their locations relative to each other. Discontinuities were geometrically analyzed using a rectangular prism as an engineering structure. Thus, the geometries of the possible failure of rock blocks in engineering structures were generated and included road cuts, open slopes, and dam walls that are founded in rock media. Several basic mathematical equations and approaches derived from these equations were used. Thus, wedge forms bounded by two discontinuities and free surfaces were geometrically identified and classified. In addition, the isometric perspective method was used to better illustrate the methodology. The results obtained from two experiment fields show the effectiveness of the proposed modeling method.en_US
dc.identifier.citationTuranboy, A., (2010). A Geometric Approach for Natural Rock Blocks in Engineering Structures. Computational Geosciences, 14(4), 565-577. Doi: 10.1007/s10596-009-9171-9
dc.identifier.doi10.1007/s10596-009-9171-9en_US
dc.identifier.endpage577en_US
dc.identifier.issn1420-0597en_US
dc.identifier.issue4en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage565en_US
dc.identifier.urihttps://dx.doi.org/10.1007/s10596-009-9171-9
dc.identifier.urihttps://hdl.handle.net/20.500.12395/24512
dc.identifier.volume14en_US
dc.identifier.wosWOS:000281165800006en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorTuranboy, Alparslan
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.relation.ispartofComputational Geosciencesen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectDiscontinuityen_US
dc.subjectSpatial position of discontinuityen_US
dc.subjectRock massen_US
dc.subjectGeometry of wedge failureen_US
dc.titleA Geometric Approach for Natural Rock Blocks in Engineering Structuresen_US
dc.typeArticleen_US

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