Determination of Basalt Fiber Reinforcement in Kaolin Clay: Experimental and Neural Network-Based Analysis of Liquid Limit, Plastic Limit, and Unconfined Compressive Strength

dc.contributor.authorTopcuoglu, Yasemin Aslan
dc.contributor.authorDuranay, Zeynep Bala
dc.contributor.authorGurocak, Zulfu
dc.contributor.authorGuldemir, Hanifi
dc.date.accessioned2026-08-12T17:21:50Z
dc.date.issued2025
dc.departmentFırat Üniversitesi
dc.description.abstractThe use of basalt fibers, which are employed in various fields, such as construction, automotive, chemical, and petrochemical industries, the sports industry, and energy engineering, is also increasingly common in soil reinforcement studies, another application area of geotechnical engineering, alongside their use in concrete. With this growing application, scientific studies on soil reinforcement with basalt fiber have also gained momentum. This study establishes the effects of basalt fiber on the liquid limit, plastic limit, and strength properties of soils, and the relationships among the liquid limit, plastic limit, and unconfined compressive strength of the soil. For this purpose, 12 mm basalt fiber was used as a reinforcement material in kaolin clay at ratios of 1.0%, 1.5%, 2.0%, 2.5%, and 3.0%. The prepared samples were subjected to liquid limit, plastic limit, and unconfined compressive strength tests. As a result of the experimental studies, the fiber ratio that provided the best improvement in the soil properties was determined, and the relationships among the liquid limit, plastic limit, and unconfined compressive strength were established. The experimental results were then used as input data for an artificial intelligence model. The used neural network (NN) was trained to obtain basalt fiber-to-kaolin ratios based on the liquid limit, plastic limit, and unconfined compressive strength. This model enabled the prediction of the fiber ratio that provides the maximum improvement in the liquid limit, plastic limit, and compressive strength without the need for experiments. The NN results were in great agreement with the experimental results, demonstrating that the fiber ratio providing the maximum improvement in the soil properties can be identified using the NN model without requiring experimental studies. Moreover, the performance and reliability of the NN model were evaluated using 5-fold cross-validation and compared with other AI methods. The ANN model demonstrated superior predictive accuracy, achieving the highest correlation coefficient (R = 0.82), outperforming the other models in terms of both accuracy and reliability.
dc.description.sponsorshipScientific Research Projects Coordination Unit of Firat University (FBAP) [MF.24.122]
dc.description.sponsorshipThis study was financially supported by the Scientific Research Projects Coordination Unit of Firat University (FUBAP) under project number MF.24.122.
dc.identifier.doi10.3390/pr13020377
dc.identifier.issn2227-9717
dc.identifier.issue2
dc.identifier.orcid0000-0002-1049-8346
dc.identifier.orcid0000-0003-0491-8348
dc.identifier.orcid0000-0003-2212-5544
dc.identifier.orcid0000-0002-3135-5926
dc.identifier.scopus2-s2.0-85219036842
dc.identifier.scopusqualityQ2
dc.identifier.urihttps://doi.org/10.3390/pr13020377
dc.identifier.urihttps://hdl.handle.net/11508/54076
dc.identifier.volume13
dc.identifier.wosWOS:001429788300001
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherMdpi
dc.relation.ispartofProcesses
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_WoS_20260511
dc.subjectartificial intelligence
dc.subjectbasalt fiber
dc.subjectliquid limit
dc.subjectplastic limit
dc.subjectkaolin clay
dc.subjectneural network
dc.subjectsoil reinforcement
dc.subjectunconfined compressive strength
dc.titleDetermination of Basalt Fiber Reinforcement in Kaolin Clay: Experimental and Neural Network-Based Analysis of Liquid Limit, Plastic Limit, and Unconfined Compressive Strength
dc.typeArticle

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