Eco-Friendly Stabilization of Coarse-Grained Soil Using Gum Rosin and Natural Fiber

ArticleAçık Erişim

Özet

Cement and its derivatives are frequently used as traditional construction materials for soil improvement. However, the most commonly used ordinary Portland cement can significantly affect the ecological environment. This study proposes an innovative alternative improvement method to stabilize soil by incorporating gum rosin (GR), a natural polymer, into the soil. For this purpose, the improvement of soil with different grain diameters (G1 and G2) by incorporating different proportions of sisal fiber (0.2%, 0.4%, 0.6%, and 0.8%) into different proportions of GR (5%, 10%, and 15%) was investigated. The focus of the study was the treatment of GR natural polymer to the soils by heating as an innovative method and to determine the characteristic changes in the strength and permeability of the soil. Firstly, the setting time of this method was determined. After that, unconfined compressive strength (UCS), ultrasonic pulse velocity (UPV), and permeability tests were performed on the samples subjected to different curing times (1, 7, and 28 days). According to the results obtained from the experiments, it was determined that the setting time of the samples reached a stable state after one day of curing. The average strengths of G1 and G2 soils were 3.72 MPa and 2.48 MPa, respectively, and it was observed that the decrease in grain diameter contributed positively to the increase in strength. In addition, it was determined that both the strength and the failure stress increased with the inclusion of fiber. Moreover, a high coefficient of R2 = 0.9428 was obtained from the variation of the UPV test and UCS test, and the usability of the UPV test results in estimating the strength was evaluated. According to the permeability test results, a negligible decrease in permeability was observed after the treatment, and in this case, it was evaluated that this method could be used in many different engineering fields, such as permeable asphalt pavements. The findings suggest that this natural polymer may have potential in certain engineering applications, though its wider use requires further exploration. © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2025.

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https://rdlopen.rawdatalibrary.net/r/ebyu/10647Resmi atıflarda kullanılan kalıcı adres
DOI
https://doi.org/10.1007/s10706-025-03318-5Yayıncı resmi DOI adresi
Tam Kayıt
AlanDeğerDil
dc.contributor.authorAkoğuz, Harun
dc.date.accessioned2026-10-18T20:25:49.399307907Z
dc.date.available2026-10-18T20:25:49.399307907Z
dc.date.issued2025
dc.description.abstractCement and its derivatives are frequently used as traditional construction materials for soil improvement. However, the most commonly used ordinary Portland cement can significantly affect the ecological environment. This study proposes an innovative alternative improvement method to stabilize soil by incorporating gum rosin (GR), a natural polymer, into the soil. For this purpose, the improvement of soil with different grain diameters (G1 and G2) by incorporating different proportions of sisal fiber (0.2%, 0.4%, 0.6%, and 0.8%) into different proportions of GR (5%, 10%, and 15%) was investigated. The focus of the study was the treatment of GR natural polymer to the soils by heating as an innovative method and to determine the characteristic changes in the strength and permeability of the soil. Firstly, the setting time of this method was determined. After that, unconfined compressive strength (UCS), ultrasonic pulse velocity (UPV), and permeability tests were performed on the samples subjected to different curing times (1, 7, and 28 days). According to the results obtained from the experiments, it was determined that the setting time of the samples reached a stable state after one day of curing. The average strengths of G1 and G2 soils were 3.72 MPa and 2.48 MPa, respectively, and it was observed that the decrease in grain diameter contributed positively to the increase in strength. In addition, it was determined that both the strength and the failure stress increased with the inclusion of fiber. Moreover, a high coefficient of R2 = 0.9428 was obtained from the variation of the UPV test and UCS test, and the usability of the UPV test results in estimating the strength was evaluated. According to the permeability test results, a negligible decrease in permeability was observed after the treatment, and in this case, it was evaluated that this method could be used in many different engineering fields, such as permeable asphalt pavements. The findings suggest that this natural polymer may have potential in certain engineering applications, though its wider use requires further exploration. © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2025.
dc.description.sponsorshipThis work was supported by Research Fund of the Erzincan Binali Y\u0131ld\u0131r\u0131m University. Project Number: FHD-2024-973.
dc.identifier.doi10.1007/s10706-025-03318-5
dc.identifier.eissn1573-1529
dc.identifier.issn0960-3182
dc.identifier.issue7
dc.identifier.scopus2-s2.0-105013964117
dc.identifier.startpage324
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/ebyu/10647
dc.identifier.volume43
dc.identifier.wosWOS:001559625500025
dc.language.isoen
dc.publisherSpringer Science and Business Media Deutschland GmbH
dc.relation.ispartofGeotechnical and Geological Engineering
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectGum rosin
dc.subjectPermeability
dc.subjectSisal fiber
dc.subjectSoil stabilization
dc.subjectUCS
dc.subjectUPV
dc.subjectAsphalt
dc.subjectAsphalt pavements
dc.subjectCuring
dc.subjectNatural fibers
dc.subjectSetting
dc.subjectSoil cement
dc.subjectSoil mechanics
dc.subjectSoil testing
dc.subjectSoils
dc.subjectStabilization
dc.subjectUltrasonic testing
dc.subjectDifferent proportions
dc.subjectPermeability test
dc.subjectSetting time
dc.subjectSisal fibers
dc.subjectUltrasonic pulse velocity
dc.subjectUltrasonic pulse velocity tests
dc.subjectUnconfined compressive strength
dc.subjectcement (construction material)
dc.subjectcompressive strength
dc.subjectdiameter
dc.subjectpolymer
dc.subjectsoil improvement
dc.subjectstrength
dc.titleEco-Friendly Stabilization of Coarse-Grained Soil Using Gum Rosin and Natural Fiber
dc.typeArticle
dspace.entity.typePublication
rdl.citation.scopus1
rdl.citation.wos1
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexEmerging Sources Citation Index (ESCI)