1. University of Kragujevac Digital Archive
  2. University of Kragujevac
  3. Faculty of Mechanical and Civil Engineering, Kraljevo
Please use this identifier to cite or link to this item: https://scidar.kg.ac.rs/handle/123456789/14815
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DC FieldValueLanguage
dc.rights.licenseopenAccess-
dc.contributor.authorŠešlija, Miloš-
dc.contributor.authorPeško, Igor-
dc.contributor.authorMirković, Katarina-
dc.contributor.authorMandić, Vladimir-
dc.contributor.authorKired, Fawzia-
dc.date.accessioned2022-08-26T09:09:55Z-
dc.date.available2022-08-26T09:09:55Z-
dc.date.issued2022-
dc.identifier.citationM. Šešlija, I. Peško, K. Mirković, V. Mandić, and F. Kired, "Analysis of the hydraulic binder use for base strengthening in pavement constructions," Engineering Today, vol. 1, no. 2, pp. 37-44, 2022, doi: 10.5937/engtoday2202037S.en_US
dc.identifier.issn2812-9474en_US
dc.identifier.urihttps://scidar.kg.ac.rs/handle/123456789/14815-
dc.description.abstractThe paper presents the application of cement stabilization in the world and in our country. In addition to the literature review, basic physical - mechanical tests of the pavement base without the use of hydraulic binder and with the use of hydraulic binder with different percentages of participation (3, 5, and 7%) were given. The hydraulic binder of the manufacturer LaFarge HRB 12.5 was used as a binder, and the material on which this binder was tested is a clay material taken from Subotica. Using this binder, it was concluded that any percentage of binder leads to significant improvement of the placenta and thus improves the load-bearing capacity of the pavement structureen_US
dc.language.isoenen_US
dc.publisherUniversity of Kragujevac, Faculty of Mechanical and Civil Engineeringen_US
dc.rightsinfo:eu-repo/semantics/openAccess-
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/-
dc.sourceEngineering Todayen_US
dc.subjectHydraulic binderen_US
dc.subjectBaseen_US
dc.subjectPavement constructionen_US
dc.titleAnalysis of the hydraulic binder use for base strengthening in pavement constructionsen_US
dc.typearticleen_US
dc.description.versionPublisheden_US
dc.identifier.doi10.5937/engtoday2202037Sen_US
dc.type.versionPublishedVersionen_US
Appears in Collections:Faculty of Mechanical and Civil Engineering, Kraljevo

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