Predictive Models for Treated Clayey Soils Using Waste Powdered Glass and Expanded Polystyrene Beads Using Regression Analysis and Artificial Neural Network

dc.contributor.author Akis,E.
dc.contributor.author Akış, Ebru
dc.contributor.author Cigdem,O.Y.
dc.contributor.author Akış, Ebru
dc.contributor.other Civil Engineering
dc.contributor.other Civil Engineering
dc.contributor.other 06. School Of Engineering
dc.contributor.other 01. Atılım University
dc.date.accessioned 2024-07-05T15:50:42Z
dc.date.available 2024-07-05T15:50:42Z
dc.date.issued 2024
dc.description.abstract Waste 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.sponsorship Türkiye Bilimsel ve Teknolojik Araştırma Kurumu, TÜBİTAK en_US
dc.identifier.doi 10.1007/s00521-024-09919-0
dc.identifier.issn 0941-0643
dc.identifier.issn 1433-3058
dc.identifier.scopus 2-s2.0-85193739468
dc.identifier.uri https://doi.org/10.1007/s00521-024-09919-0
dc.identifier.uri https://hdl.handle.net/20.500.14411/4168
dc.language.iso en en_US
dc.publisher Springer Science and Business Media Deutschland GmbH en_US
dc.relation.ispartof Neural Computing and Applications en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject Artificial Neural Network (ANN) en_US
dc.subject Expanded polystyrene beads treatment en_US
dc.subject Free swell en_US
dc.subject Regression analysis en_US
dc.subject Unconfined compressive strength en_US
dc.subject Waste glass powder treatment en_US
dc.title Predictive Models for Treated Clayey Soils Using Waste Powdered Glass and Expanded Polystyrene Beads Using Regression Analysis and Artificial Neural Network en_US
dc.type Article en_US
dspace.entity.type Publication
gdc.author.institutional Akış, Ebru
gdc.author.scopusid 8240634500
gdc.author.scopusid 59135688300
gdc.bip.impulseclass C5
gdc.bip.influenceclass C5
gdc.bip.popularityclass C5
gdc.coar.access open access
gdc.coar.type text::journal::journal article
gdc.description.department Atılım University en_US
gdc.description.departmenttemp Akis E., Department of Civil Engineering, Atilim University, Ankara, 06830, Turkey; Cigdem O.Y., Graduate School of Natural and Applied Sciences, Atilim University, Ankara, Turkey en_US
gdc.description.endpage 16123
gdc.description.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
gdc.description.startpage 16097
gdc.description.volume 36
gdc.description.wosquality Q2
gdc.identifier.openalex W4398182210
gdc.oaire.accesstype HYBRID
gdc.oaire.diamondjournal false
gdc.oaire.impulse 2.0
gdc.oaire.influence 2.6560913E-9
gdc.oaire.isgreen false
gdc.oaire.popularity 4.1600376E-9
gdc.oaire.publicfunded false
gdc.oaire.sciencefields 0211 other engineering and technologies
gdc.oaire.sciencefields 0202 electrical engineering, electronic engineering, information engineering
gdc.oaire.sciencefields 02 engineering and technology
gdc.openalex.fwci 1.075
gdc.openalex.normalizedpercentile 0.6
gdc.opencitations.count 0
gdc.plumx.mendeley 8
gdc.plumx.scopuscites 4
gdc.scopus.citedcount 4
relation.isAuthorOfPublication c447daab-1ce2-49e7-b4fe-e718dd1a4df5
relation.isAuthorOfPublication c447daab-1ce2-49e7-b4fe-e718dd1a4df5
relation.isAuthorOfPublication c447daab-1ce2-49e7-b4fe-e718dd1a4df5
relation.isAuthorOfPublication.latestForDiscovery c447daab-1ce2-49e7-b4fe-e718dd1a4df5
relation.isOrgUnitOfPublication 01fb4c5b-b45f-40c0-9a74-f0b3b6265a0d
relation.isOrgUnitOfPublication 01fb4c5b-b45f-40c0-9a74-f0b3b6265a0d
relation.isOrgUnitOfPublication 4abda634-67fd-417f-bee6-59c29fc99997
relation.isOrgUnitOfPublication 50be38c5-40c4-4d5f-b8e6-463e9514c6dd
relation.isOrgUnitOfPublication.latestForDiscovery 01fb4c5b-b45f-40c0-9a74-f0b3b6265a0d

Files

Original bundle

Now showing 1 - 1 of 1
Loading...
Thumbnail Image
Name:
Predictive models for treated clayey soils using waste powdered glasss00521-024-09919-0.pdf
Size:
3.46 MB
Format:
Adobe Portable Document Format

Collections