Geotechnical Properties of Clayey Soils Stabilized with Marble Dust and Granulated Blast Furnace Slag

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dc.contributor.authorSoganci, Ali Sinan
dc.contributor.authorYenginar, Yavuz
dc.contributor.authorOrman, Ali
dc.date.accessioned2024-02-23T13:59:55Z
dc.date.available2024-02-23T13:59:55Z
dc.date.issued2023
dc.departmentNEÜen_US
dc.description.abstractThe stabilization of clayey soils is one of the most challenging areas of geotechnical engineers. In shallow and deep stabilization works, the most preferred materials are lime and cement. However, marble dust (MD) and granulated blast furnace slag (GBFS), which are more economical and environmentally friendly than these materials, are not commonly used. In the present study, the effect of MD and GBFS additives on improving the geotechnical properties of low and high plasticity clays was investigated. Various percentages of MD or GBFS (5-10-15-20%) were mixed into clayey soils. A series of experiments (compaction and unconfined compression tests) were performed on soil and soil-additive mixes and then their geotechnical properties were determined. When clayey soils are amended with MD or GBFS, the optimum moisture content decreases but bulk unit weight, maximum dry density, unconfined compressive strength depending on curing time increases. The optimum additive amount was 15% MD or 10% GBFS on CL soil and 10% MD or 15% GBFS on CH soils. In addition, the highest soil improvement ratio was achieved with 15% MD on CL soils and 15% GBFS on CH soils. The test results revealed that MD and GBFS can be utilized effectively to improve clay soils.en_US
dc.description.sponsorshipNot Applicableen_US
dc.description.sponsorshipNot Applicableen_US
dc.identifier.doi10.1007/s12205-023-0384-6
dc.identifier.endpage4634en_US
dc.identifier.issn1226-7988
dc.identifier.issn1976-3808
dc.identifier.issue11en_US
dc.identifier.scopus2-s2.0-85169803661en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage4622en_US
dc.identifier.urihttps://doi.org/10.1007/s12205-023-0384-6
dc.identifier.urihttps://hdl.handle.net/20.500.12452/11363
dc.identifier.volume27en_US
dc.identifier.wosWOS:001058244300001en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherKorean Society Of Civil Engineers-Ksceen_US
dc.relation.ispartofKsce Journal Of Civil Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectClayey Soilsen_US
dc.subjectMarble Dusten_US
dc.subjectGranulated Blast Furnace Slagen_US
dc.subjectStabilizationen_US
dc.subjectStrengthen_US
dc.titleGeotechnical Properties of Clayey Soils Stabilized with Marble Dust and Granulated Blast Furnace Slagen_US
dc.typeArticleen_US

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