Investigation of the effect of stabilizing subgrade soils with recycled glass powder on freeze–thaw resistance

Basit Öğe Kaydı
dc.contributor.authorGeçkil, Tacettin
dc.contributor.authorSarici, Talha
dc.contributor.authorKarabaş, Bahadır
dc.date.accessioned2026-04-04T13:19:01Z
dc.date.available2026-04-04T13:19:01Z
dc.date.issued2026
dc.departmentİnönü Üniversitesi
dc.description.abstractThe purpose of this research is to determine the freeze–thaw performance of subgrade soils when stabilized using recycled glass powder (CT). Ensuring the durability of pavement foundations under varying climatic conditions is a key engineering requirement, especially for highways in cold regions. Sandy and clayey soils with different CT contents were prepared, and both untreated and stabilized specimens were subjected to Standard Proctor and unconfined compressive strength (UCS) tests after 7 days of curing. Results showed that CT addition improved strength, with optimum values at 9% CT for clayey soil and 12% CT for sandy soil. Freeze–thaw resistance was assessed by subjecting untreated and optimum CT-stabilized specimens to 3, 6, and 12 cycles, each consisting of freezing at –23°C for 24 hours and thawing at 23 ± 2°C for 23 hours. The 7-day UCS values (0 cycle) were used as references. The results showed that the strength increased by 1.82 times in clay soil samples containing 9% CT and by 1.37 times in sandy soil samples containing 12% CT. It was determined that the highest strength and weight loss occurred at the end of 12cycles. The losses decreased to 78.90% and 1.36% with 12% CT addition, and to 60.64% and 0.78% with 9% CT addition, respectively. The use of CT enhanced both the compressive strength and freeze–thaw resistance of the soils; recycled glass powder can be considered an effective stabilization material, especially for areas exposed to freeze–thaw effects. © 2026, Gumushane University. All rights reserved.
dc.description.sponsorshipInönü Üniversitesi; Bilimsel Araştırma Projeleri Birimi, İstanbul Teknik Üniversitesi, BAP, (FDK-2023-3325); Bilimsel Araştırma Projeleri Birimi, İstanbul Teknik Üniversitesi, BAP
dc.identifier.doi10.17714/gumusfenbil.1802171
dc.identifier.endpage196
dc.identifier.issn2146-538X
dc.identifier.issue1
dc.identifier.scopus2-s2.0-105032916501
dc.identifier.scopusqualityN/A
dc.identifier.startpage179
dc.identifier.urihttps://doi.org/10.17714/gumusfenbil.1802171
dc.identifier.urihttps://hdl.handle.net/11616/108100
dc.identifier.volume16
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherGumushane University
dc.relation.ispartofGumushane Universitesi Fen Bilimleri Dergisi
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_Scopus_20250329
dc.subjectClay
dc.subjectFreeze–thaw test
dc.subjectGlass powder
dc.subjectSand
dc.subjectSoil stabilization
dc.subjectTransportation geotechnics
dc.titleInvestigation of the effect of stabilizing subgrade soils with recycled glass powder on freeze–thaw resistance
dc.title.alternativeYol taban zeminlerinin geri dönüşümden elde edilen cam tozu ile stabilize edilmesinin donma-çözülme direncine etkisinin araştırılması]
dc.typeArticle

Dosyalar

Koleksiyon

Scopus İndeksli Yayınlar Koleksiyonu