Anchor application in Karatepe andesite rock slope, Izmir-Turkiye

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dc.contributor.authorKoca, Mehmet Yalcin
dc.contributor.authorKincal, Cem
dc.contributor.authorArslan, Ahmet Turan
dc.contributor.authorYilmaz, Halil Recep
dc.date.accessioned2019-10-27T21:25:03Z
dc.date.available2019-10-27T21:25:03Z
dc.date.issued2011
dc.departmentEge Üniversitesien_US
dc.description.abstractAtaturk's Monument is a steel-constructed building containing a space-truss system, and is the tenth highest monumental construction in the world. Ataturk's mask is installed on this construction. The monument was planned to be built on rocky ground in the old quarry site at Karatepe in Izmir, which has an elevation of 40 m. The steel construction connected to Ataturk's mask was planned to be braced at the andesitic rock slope from three points with different heights. The goal of this study is to determine the most suitable anchor inclination angle. To achieve this goal, two different methods were utilized: (a) kinematic analyses using stereographic projection techniques and(b) numerical analyses considering the stress distribution and lateral and vertical displacements in the andesitic rock slope depending on the variation of the anchor inclination angle. The analyses were conducted in order to confirm the results of the kinematic analyses. The suitable anchor inclination angles obtained from the two different methods were compared, and the results were discussed. The optimum anchor inclination angle obtained from both methods was determined to be 25 degrees. In this state, the anchors are not parallel to the strikes of the discontinuity sets, such as flow band structures, cooling joints and intersection-line formed by the cooling joint sets in andesites. Because the same result was obtained from both methods, it is clear that the stereographic projection methods can be used to determine the suitable anchor inclination angle in jointed rocks. (C) 2010 Elsevier Ltd. All rights reserved.en_US
dc.identifier.doi10.1016/j.ijrmms.2010.11.006
dc.identifier.endpage258en_US
dc.identifier.issn1365-1609
dc.identifier.issn1873-4545
dc.identifier.issn1365-1609en_US
dc.identifier.issn1873-4545en_US
dc.identifier.issue2en_US
dc.identifier.startpage245en_US
dc.identifier.urihttps://doi.org/10.1016/j.ijrmms.2010.11.006
dc.identifier.urihttps://hdl.handle.net/11454/44737
dc.identifier.volume48en_US
dc.identifier.wosWOS:000286980600006en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.language.isoenen_US
dc.publisherPergamon-Elsevier Science Ltden_US
dc.relation.ispartofInternational Journal of Rock Mechanics and Mining Sciencesen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAnchor inclination angleen_US
dc.subjectKinematic analysesen_US
dc.subjectNumerical analysesen_US
dc.subjectAndesiteen_US
dc.titleAnchor application in Karatepe andesite rock slope, Izmir-Turkiyeen_US
dc.typeArticleen_US

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