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dc.contributor.authorEr, Selman
dc.contributor.authorYılmaz, Murat
dc.contributor.authorTuğrul, Atiye
dc.contributor.authorErtin, Altay
dc.contributor.authorTokgöz, Nuray
dc.contributor.authorArel, Ersin
dc.date.accessioned2018-07-26T11:44:03Z
dc.date.available2018-07-26T11:44:03Z
dc.date.issued2015
dc.identifier.isbn978-3-319-09057-3
dc.identifier.isbn978-3-319-09056-6
dc.identifier.urihttps://doi.org/10.1007/978-3-319-09057-3_375
dc.identifier.urihttps://hdl.handle.net/11413/2372
dc.description.abstractRock slope stability is one of the important problems for open pit quarrying. This paper presents an instability assessment for jointed sandstone cut slopes in Cebeci Region, Istanbul, Turkey. In the quarry site, Carboniferous sandstones including diabase dykes are cropped out and these rocks are produced as aggregate. For this study, firstly, field study involving detailed discontinuity surveys were performed. Then, kinematical analyses were carried out to determine the potential failures at the quarry. According to the results of kinematic analysis, planar and wedge types of failures are expected in different parts of quarry. Based on the field studies and stability analyses of the cut slopes, optimum slope geometry and necessary support measures are suggested.tr_TR
dc.language.isoen_UStr_TR
dc.publisherSpringer Int Publishing Ag, Gewerbestrasse 11, Cham, Ch-6330, Switzerlandtr_TR
dc.relationEngineering Geology For Society And Territory, Vol 2: Landslide Processestr_TR
dc.subjectSandstonetr_TR
dc.subjectSlope stabilitytr_TR
dc.subjectOpen pit quarrytr_TR
dc.subjectKinematic analysistr_TR
dc.titleAssessment of Slope Stability Problems in an Open Pit Quarry; an Example from Istanbul Cebeci Region, Turkeytr_TR
dc.typeArticletr_TR
dc.contributor.authorID111644tr_TR
dc.contributor.authorID8623tr_TR
dc.contributor.authorID176451tr_TR
dc.contributor.authorID136055tr_TR


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