Experimental Investigation into the Impact of Compaction Energy Level on Thickness of Flexible Pavement

Basit Öğe Kaydı
dc.contributor.authorDeniz, Mehmet Tahir
dc.contributor.authorLav, Abdullah Hilmi
dc.contributor.authorGedik, Abdulgazi
dc.date.accessioned2024-03-13T10:30:54Z
dc.date.available2024-03-13T10:30:54Z
dc.date.issued2021
dc.departmentİstanbul Beykent Üniversitesien_US
dc.description.abstractAs a means of gaining a better understanding of the impact of compaction energy levels on the thickness of flexible pavements, this study investigated samples that were 50% thicker than the standard Marshall specimen sizes. The gradations for those longer (thicker) specimens were based on the binder course gradations as specified by the Republic of Turkey's General Directorate of Highways. To obtain reliable assessments of the thicker specimens, we compared our test results with those of a control group consisting of standard Marshall Briquettes prepared using the same materials. All specimens were compacted with 10 different compaction energy levels that were increased by fives, starting from 50 blows and ending at 95 blows. After determining their lengths, volumes and specific gravities, a special marble cutter was used to split the thick specimens into two equal parts. Those two identical specimens were identified as the thin specimens. Subsequently, the Marshall stability test and the indirect tensile test were applied both to the standard Marshall specimen group and the thick and the thin specimen groups. The test results showed that asphalt specimens of 47 and 95 mm in height were optimally compacted after being subjected to 65 and 70 blows.en_US
dc.identifier.doi10.1007/s40999-020-00570-z
dc.identifier.endpage368en_US
dc.identifier.issn1735-0522
dc.identifier.issn2383-3874
dc.identifier.issue3en_US
dc.identifier.scopus2-s2.0-85092299023en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage357en_US
dc.identifier.urihttps://doi.org/10.1007/s40999-020-00570-z
dc.identifier.urihttps://hdl.handle.net/20.500.12662/3597
dc.identifier.volume19en_US
dc.identifier.wosWOS:000578588200001en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherSpringer Int Publ Agen_US
dc.relation.ispartofInternational Journal Of Civil Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAsphalten_US
dc.subjectThick specimenen_US
dc.subjectThin specimenen_US
dc.subjectCompaction energyen_US
dc.subjectMarshall stabilityen_US
dc.titleExperimental Investigation into the Impact of Compaction Energy Level on Thickness of Flexible Pavementen_US
dc.typeArticleen_US

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