Effects of acid-base solutions on some Turkish natural building stones: physico-mechanical and color changes

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dc.authoridÖzdemir, Engin/0000-0002-6043-0403
dc.authoridEren Sarıcı, Didem/0000-0003-2639-5226
dc.authoridKANTARCI, Fatih/0000-0001-6863-995X
dc.authorwosidÖzdemir, Engin/ABG-7954-2020
dc.authorwosidEren Sarıcı, Didem/ABG-8471-2020
dc.authorwosidKANTARCI, Fatih/K-5108-2019
dc.contributor.authorOzdemir, Engin
dc.contributor.authorKantarci, Fatih
dc.contributor.authorEren Sarici, Didem
dc.date.accessioned2024-08-04T20:50:52Z
dc.date.available2024-08-04T20:50:52Z
dc.date.issued2022
dc.departmentİnönü Üniversitesien_US
dc.description.abstractNatural stones are exposed to various physical, chemical and environmental interactions during service life. It is quite important to determine physico-mechanical properties of natural stones for specific applications. This paper presents an experimental study conducted to explore effect of acid and sulfate shocks on some physico-mechanical properties and color of natural stones. For this purpose, five different building stones used as marble (Malatya Beige, Agri Onyx, Adiyaman Crystal Emperador, Diyarbakir Black Pearl, Elazig Rosso Levanto) were supplied from eastern region of Turkey. Point load strength, Schmidt hardness rebound, unit weight, porosity, water absorption and color measurements were conducted on provided natural stones. Additionally, mineralogical properties of natural stones were investigated with XRD and XRF analyses. Then, these natural stones were exposed to chemical shocks with 5% H2SO4 and Na2SO4 solutions for 0, 10, 20 and 30 cycles. Changes in Schmidt hardness, point load strength, porosity, dry weight and color after chemical shock cycles were investigated. Experimental results showed that Diyarbakir Black Pearl (DBP) and Malatya Beige natural stones might be used in aggressive H2SO4 and Na2SO4 environments for structural and ornamental purposes. After 30 cycles of H2SO4 and Na2SO4 shock, minimum decrease in point load values was obtained from DBP samples with 5.97% and 9.15%, respectively. Similarly, decrease in Schmidt harness values of DBP was minimum. Among natural stones exposed to H2SO4 and Na2SO4 shocks, AO sample that had the greatest strength loss was 17.36% and 9.68%, respectively.en_US
dc.identifier.doi10.1007/s41062-021-00698-4
dc.identifier.issn2364-4176
dc.identifier.issn2364-4184
dc.identifier.issue1en_US
dc.identifier.scopus2-s2.0-85119856666en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.urihttps://doi.org/10.1007/s41062-021-00698-4
dc.identifier.urihttps://hdl.handle.net/11616/100325
dc.identifier.volume7en_US
dc.identifier.wosWOS:000722214200001en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherSpringer Int Publ Agen_US
dc.relation.ispartofInnovative Infrastructure Solutionsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectNatural stonesen_US
dc.subjectSulfateen_US
dc.subjectAciden_US
dc.subjectPoint load strengthen_US
dc.subjectSchmidt hardness rebounden_US
dc.titleEffects of acid-base solutions on some Turkish natural building stones: physico-mechanical and color changesen_US
dc.typeArticleen_US

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