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The Relationships Among Different Abrasion Tests on Deteriorated and Undeteriorated Rocks

dc.authorid Ozvan, Ali/0000-0001-5459-3989
dc.authorscopusid 35739305500
dc.authorscopusid 57219837236
dc.contributor.author Ozvan, Ali
dc.contributor.author Direk, Nevzat
dc.date.accessioned 2025-05-10T17:07:45Z
dc.date.available 2025-05-10T17:07:45Z
dc.date.issued 2021
dc.department T.C. Van Yüzüncü Yıl Üniversitesi en_US
dc.department-temp [Ozvan, Ali] Van Yuzuncu Yil Univ, Dept Geol Engn, TR-65080 Van, Turkey; [Direk, Nevzat] Van Yuzuncu Yil Univ, Grad Sch Nat & Appl Sci, Van, Turkey en_US
dc.description Ozvan, Ali/0000-0001-5459-3989 en_US
dc.description.abstract In ancient times, the most widely used rocks, especially in construction of roads and monuments, were sedimentary and magmatic rocks. Natural stones used in the buildings and historical monuments are subjected to atmospheric effects such as freeze-thaw, salt crystalisation and wetting and drying cycles which accelerates abrasion. Therefore, wear resistance of natural stone materials is important for selection of suitable materials in engineering projects. In order to investigate the effect of deterioration on abrasion properties of natural rock samples, three different abrasion tests (Bohme abrasion (BA), wide wheel abrasion (WWA) and aggregate impact value (AIV)) were applied to undeteriorated and artificially deteriorated (samples were subjected to accelerated weathering tests (AWT)) natural rock samples in this study. For the first time, the relationship between AIV-WWA and BA-AIV tests was experimentally investigated. Consequently, the relationships among BA-WWA, BA-AIV and AIV-WWA values were examined, the empirical formulas showing these relationships were developed and high correlations (R-2 > 0.80) were obtained. Finally, an abrasion class was proposed using classification of WWA for determining BA and AIV of natural rock samples in this study. en_US
dc.description.woscitationindex Science Citation Index Expanded
dc.identifier.doi 10.1007/s10064-020-02041-0
dc.identifier.endpage 1756 en_US
dc.identifier.issn 1435-9529
dc.identifier.issn 1435-9537
dc.identifier.issue 2 en_US
dc.identifier.scopus 2-s2.0-85095704249
dc.identifier.scopusquality Q1
dc.identifier.startpage 1745 en_US
dc.identifier.uri https://doi.org/10.1007/s10064-020-02041-0
dc.identifier.uri https://hdl.handle.net/20.500.14720/6872
dc.identifier.volume 80 en_US
dc.identifier.wos WOS:000587960400001
dc.identifier.wosquality Q1
dc.language.iso en en_US
dc.publisher Springer Heidelberg en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.subject B&#246 en_US
dc.subject Hme Abrasion en_US
dc.subject Wide Wheel Abrasion en_US
dc.subject Aggregate Impact Value en_US
dc.subject Natural Building Stone en_US
dc.subject Deterioration en_US
dc.subject Relationship en_US
dc.title The Relationships Among Different Abrasion Tests on Deteriorated and Undeteriorated Rocks en_US
dc.type Article en_US

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