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dc.contributor.authorAltındağ, Raşit
dc.contributor.authorŞengün, Nazmi
dc.contributor.authorGüney, Avni
dc.contributor.authorMutlutürk, Mahmut
dc.contributor.authorKaragüzel, Remzi
dc.contributor.authorOnargan, Turgay
dc.date.accessioned2020-11-20T16:38:53Z
dc.date.available2020-11-20T16:38:53Z
dc.date.issued2006
dc.identifier.isbn978-1-4020-5076-3
dc.identifier.urihttps://doi.org/10.1007/978-1-4020-5077-0_23
dc.identifier.urihttps://hdl.handle.net/20.500.12809/5229
dc.descriptionSymposium on Fracture and Failure of Natural Building Stones - JUL 03-07, 2006 - Hellas, GREECEen_US
dc.descriptionWOS: 000243870100023en_US
dc.description.abstractIn this study, a total of nearly 900 samples were obtained from 7 different rock types, also recognised as marbles of sedimentary and metamorphic origin and commercially used in the building of various monuments, art works as well as the interior/exterior covering of the structures. In order to determine the physical and mechanical properties of these rocks at the end of freeze-thaw (F-T) cycles, experiments were conducted on a set of nearly 130 samples prepared in different sizes for each rock type. The samples from each rock type were subjected to a routine of recurrent F-T cycles with an increment of 10 cycles for each routine, amounting to a total of 60 cycles (6 routines). Prior to the F-T cycles and at the end of each routine of 10 cycles up to 60 cycles, the physical rock properties (unit volume weight, apparent porosity, P-wave velocity and Shore hardness) and the mechanical rock properties (Brazilian tensile strength, point load index, block punch index and bending strength) were determined up to 50 cycles and then the values of test results were evaluated graphically. Moreover, the results of this study were associated with the Decay Function Model (DFM), introduced by Mutluffirk et al.(1), in order to determine the integrity loss and half-life of the 7 different rock types tested. Besides, it was investigated whether the DFM can be validly used to determine the half-life of the rocks based on their physical properties.en_US
dc.item-language.isoengen_US
dc.publisherSpringeren_US
dc.item-rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectnatural stonesen_US
dc.subjectfreeze-thaw (F-T)en_US
dc.subjectintegrity lossen_US
dc.subjecthalf-life of rocksen_US
dc.subjectmechanical propertiesen_US
dc.subjectphysical propertiesen_US
dc.titleThe integrity loss of physicomechanical properties of building stones when subjected to recurrent cycles of freeze-thaw (F-T) processen_US
dc.item-typeconferenceObjecten_US
dc.contributor.departmentMÜ, Mühendislik Fakültesi, Maden Mühendisliği Bölümüen_US
dc.contributor.institutionauthorGüney, Avni
dc.identifier.doi10.1007/978-1-4020-5077-0_23
dc.identifier.startpage363en_US
dc.identifier.endpage+en_US
dc.relation.journalFracture and Failure of Natural Building Stones: Application in the Restoration of Ancient Monumentsen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US


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