Predictive models for treated clayey soils using waste powdered glass and expanded polystyrene beads using regression analysis and artificial neural network

dc.authorscopusid8240634500
dc.authorscopusid59135688300
dc.contributor.authorAkis,E.
dc.contributor.authorCigdem,O.Y.
dc.contributor.otherCivil Engineering
dc.date.accessioned2024-07-05T15:50:42Z
dc.date.available2024-07-05T15:50:42Z
dc.date.issued2024
dc.departmentAtılım Universityen_US
dc.department-tempAkis E., Department of Civil Engineering, Atilim University, Ankara, 06830, Turkey; Cigdem O.Y., Graduate School of Natural and Applied Sciences, Atilim University, Ankara, Turkeyen_US
dc.description.abstractWaste materials contribute to a wide range of environmental and economic problems. To minimize their effects, a safe strategy for reducing such negative impact is required. Recycling and reusing waste materials have proved to be effective measures in this respect. In this study, an eco-friendly treatment is investigated based on using waste powdered glass (WGP) and EPS beads (EPSb) as mechanical and chemical admixers in soils. For this purpose, Atterberg limit, standard proctor, free swell, and unconfined compression tests are performed on soil samples with different ratios of waste materials at their optimum moisture contents. The obtained test results indicate that adding WGP to cohesive soils increases the unconfined compressive strength (UCS) and reduces free swell (FS). In contrast, using EPSb reduces both FS and UCS of the treated soil samples. An optimum combination of both waste materials is determined for the improvement of the properties of high plasticity clay used in this study. Furthermore, multiple linear regression (MLR) and artificial neural network (ANN) methods are used to predict the FS and UCS of the clayey soils based on the data obtained here and the experimental test results reported in the literature. Once the FS and UCS values of untreated soil and additive percentages are defined as independent variables, both methods are shown to predict the FS and UCS values of the treated soil samples on a satisfactory level with the coefficient of correlation (R2) values greater than 0.926. Additionally, when only the index properties (liquid limit, plastic limit, and plasticity index) of the soil samples with waste materials are used as dependent variables, the R2 values obtained by the ANN method are 0.968 and 0.974 for FS and UCS, respectively. The results of the untreated soil samples' FS and UCS tests are known, and the linear regression and ANN techniques yield similar results. Lastly, the ANN method is used to predict the FS and UCS of the treated samples in accordance to the limited predictors (e.g., only the Atterberg limits of the soil sample). © The Author(s) 2024.en_US
dc.description.sponsorshipTürkiye Bilimsel ve Teknolojik Araştırma Kurumu, TÜBİTAKen_US
dc.identifier.citation0
dc.identifier.doi10.1007/s00521-024-09919-0
dc.identifier.issn0941-0643
dc.identifier.scopus2-s2.0-85193739468
dc.identifier.urihttps://doi.org/10.1007/s00521-024-09919-0
dc.identifier.urihttps://hdl.handle.net/20.500.14411/4168
dc.identifier.wosqualityQ2
dc.institutionauthorAkış, Ebru
dc.language.isoenen_US
dc.publisherSpringer Science and Business Media Deutschland GmbHen_US
dc.relation.ispartofNeural Computing and Applicationsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectArtificial Neural Network (ANN)en_US
dc.subjectExpanded polystyrene beads treatmenten_US
dc.subjectFree swellen_US
dc.subjectRegression analysisen_US
dc.subjectUnconfined compressive strengthen_US
dc.subjectWaste glass powder treatmenten_US
dc.titlePredictive models for treated clayey soils using waste powdered glass and expanded polystyrene beads using regression analysis and artificial neural networken_US
dc.typeArticleen_US
dspace.entity.typePublication
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relation.isAuthorOfPublication.latestForDiscoveryc447daab-1ce2-49e7-b4fe-e718dd1a4df5
relation.isOrgUnitOfPublication01fb4c5b-b45f-40c0-9a74-f0b3b6265a0d
relation.isOrgUnitOfPublication.latestForDiscovery01fb4c5b-b45f-40c0-9a74-f0b3b6265a0d

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