An Experimental Study on the Usability of Reclaimed Asphalt Pavements or Waste Bricks in the Stone Columns

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dc.authorscopusid57193689771
dc.authorscopusid56681156100
dc.authorscopusid56229421500
dc.authorscopusid59134569700
dc.contributor.authorSarici T.
dc.contributor.authorOk B.
dc.contributor.authorAkbulut N.
dc.contributor.authorCenk A.H.
dc.date.accessioned2024-08-04T20:03:40Z
dc.date.available2024-08-04T20:03:40Z
dc.date.issued2024
dc.departmentİnönü Üniversitesien_US
dc.description15th International Congress on Advances in Civil Engineering, ACE 2023 -- 6 September 2023 through 8 September 2023 -- 312069en_US
dc.description.abstractThis study presents experiments to find out if recycled asphalt pavements (RAP) or waste bricks (WB) can be used instead of natural aggregates (NA) in the stone columns that are used to increase bearing capacity and speed up consolidation settlement. The first step in this research was to get RAP, WB, and NA, then figure out a suitable gradation and unit weight for stone columns, and lastly do tests in the lab, such as pycnometer, minimum and maximum dry unit weights, water absorption, California bearing ratio (CBR), aggregate impact value (AIV), and large-scale direct shear tests. In order to perform CBR, AIV, and large-scale direct shear tests, it was necessary to find the unit volume weight in the stone column. Therefore, the model tests were conducted in a steel tank. The tank was filled with cohesive soil, so that soft soil conditions were created. And then, the stone columns with a diameter of 5 cm were built using RAP, WB, and NA in the middle of the soft soil. Thus, the unit weight values of RAP, WB, and NA were determined according to the amount of material used for the stone column. The results show that RAP and WB could be an alternative to NA for the stone column, although their strengths were lower than those of NA according to the shear strength parameters. However, it was thought that these waste aggregates should be used by improving their insufficient properties, such as water absorption and crushing behavior. © The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd. 2024.en_US
dc.identifier.doi10.1007/978-981-97-1781-1_14
dc.identifier.endpage159en_US
dc.identifier.isbn9.78982E+12
dc.identifier.issn2366-2557
dc.identifier.scopus2-s2.0-85193605062en_US
dc.identifier.scopusqualityQ4en_US
dc.identifier.startpage149en_US
dc.identifier.urihttps://doi.org/10.1007/978-981-97-1781-1_14
dc.identifier.urihttps://hdl.handle.net/11616/92009
dc.identifier.volume481en_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherSpringer Science and Business Media Deutschland GmbHen_US
dc.relation.ispartofLecture Notes in Civil Engineeringen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectGeotechnicsen_US
dc.subjectRecycled Asphalt Pavementsen_US
dc.subjectStone Columnen_US
dc.subjectWaste Bricksen_US
dc.titleAn Experimental Study on the Usability of Reclaimed Asphalt Pavements or Waste Bricks in the Stone Columnsen_US
dc.typeConference Objecten_US

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