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dc.contributor.authorAlemdağ, Selçuk
dc.contributor.authorSarı, Mahmut
dc.contributor.authorSeren, Aysel
dc.date.accessioned2023-02-21T13:37:40Z
dc.date.available2023-02-21T13:37:40Z
dc.date.issued2022en_US
dc.identifier.citationAlemdag, S., Sari, M. & Seren, A. Determination of rock quality designation (RQD) in metamorphic rocks: a case study (Bayburt-Kırklartepe Dam). Bull Eng Geol Environ 81, 214 (2022). https://doi.org/10.1007/s10064-022-02675-2en_US
dc.identifier.urihttps://link.springer.com/article/10.1007/s10064-022-02675-2?utm_source=getftr&utm_medium=getftr&utm_campaign=getftr_pilot
dc.identifier.urihttps://hdl.handle.net/20.500.12440/5873
dc.description.abstractThe role and importance of rock mass classification systems from past to present in engineering designs are indisputable. Therefore, the correct estimation of the parameters that make up these systems is essential in terms of reliability, time, and economy. One of the crucial parameters commonly used in rock mass classification is the rock quality designation (RQD). This study aimed to indirectly estimate the RQD value determined from the core samples obtained from the exploration drillings. In this context, P wave velocity (Vp) was obtained by seismic refraction tomography (SRT) from the geophysical measurements applied in the metamorphic rock mass, and the discontinuity frequency parameter was obtained from the line survey studies carried out on the rock mass. What determined RQD values with the help of simple regression analyzes and empirical equations with high estimation capacity using Vp and discontinuity frequency parameters were obtained without drilling in the rock mass. Accordingly, the performance indexes of the equations produced by different researchers and the equations produced in this study were evaluated in determining the RQD parameter. In the generated equations, the highest coefficient of determination value depending on joint frequency and Vp wave velocity with RQD was calculated as R2 = 0.89 and R2 = 0.82, respectively. When the produced equations are evaluated according to the performance indexes, it is seen that the empirical equations obtained by previous studies have the highest root mean square error (RMSE) and values account for (VAF) values compared to the other equations and have very high estimation capacities. Thanks to the equations with high estimation capacity, the RQD value was determined depending on the joint density and Vp speeds. © 2022, Springer-Verlag GmbH Germany, part of Springer Nature.en_US
dc.language.isoengen_US
dc.publisherSpringer Science and Business Media Deutschland GmbHen_US
dc.relation.ispartofBulletin of Engineering Geology and the Environmenten_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectDiscontinuity frequencyen_US
dc.subjectP wave velocityen_US
dc.subjectRock quality designationen_US
dc.titleDetermination of rock quality designation (RQD) in metamorphic rocks: a case study (Bayburt-Kırklartepe Dam)en_US
dc.typearticleen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.description.wospublicationidWOS:000788607000001en_US
dc.departmentFakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, Jeoloji Mühendisliği Bölümüen_US
dc.authorid0000000328933681en_US
dc.authorid0000-0002-1006-6332en_US
dc.identifier.volume81en_US
dc.identifier.issue5en_US
dc.contributor.institutionauthorAlemdağ, Selçuk
dc.contributor.institutionauthorSarı, Mahmut
dc.identifier.doi10.1007/s10064-022-02675-2en_US
dc.authorwosidB-6257-2016en_US
dc.authorwosidGSA-3294-2022en_US
dc.authorscopusid22949906400en_US
dc.authorscopusid57212741769en_US
dc.description.wosqualityQ2en_US


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