Statistical Analysis of Soil Parameters Affecting the Bearing Capacity and Settlement Behaviour of Gravel Soils

Basit Öğe Kaydı
dc.contributor.authorGuner, Ayse Bengu Sunbul
dc.contributor.authorOzgan, Ercan
dc.date.accessioned2025-10-11T20:47:49Z
dc.date.available2025-10-11T20:47:49Z
dc.date.issued2025
dc.departmentDüzce Üniversitesien_US
dc.description.abstractUnderstanding the geotechnical behavior of soils is fundamental for the safe design and performance of engineering structures. This study investigates the bearing capacity and settlement behavior of gravel soils using extensive field and laboratory data collected from 27 boreholes in D & uuml;zce, northwest T & uuml;rkiye. Key soil parameters, including excavation depth, groundwater levels, unit weight, water content, particle size distribution, internal friction angles, and cohesion coefficients, were analyzed. Correlation analysis revealed a significant relationship between bearing capacity and the No. 200 sieve value, while relationships with other parameters were less pronounced. Predictive models for bearing capacity and settlement were developed using multiple linear regression, quadratic, and cubic models. The cubic model demonstrated the highest accuracy, predicting bearing capacity with an R2 of 0.79 and settlement with an R2 of 0.904. These results underscore the potential of advanced statistical models to reliably estimate geotechnical properties based on measurable soil parameters. The findings emphasize the importance of combining field and laboratory analyses with robust statistical approaches to accurately predict soil behavior. This methodology provides a foundation for improving geotechnical design practices and may be extended to other soil types and regions, thereby enhancing the reliability and efficiency of soil parameter estimation for engineering applications.en_US
dc.identifier.doi10.3390/app15105271
dc.identifier.issn2076-3417
dc.identifier.issue10en_US
dc.identifier.scopus2-s2.0-105006715395en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.urihttps://doi.org/10.3390/app15105271
dc.identifier.urihttps://hdl.handle.net/20.500.12684/21591
dc.identifier.volume15en_US
dc.identifier.wosWOS:001495915500001en_US
dc.identifier.wosqualityQ2en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherMdpien_US
dc.relation.ispartofApplied Sciences-Baselen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.snmzKA_WOS_20250911
dc.subjectsoil mechanicsen_US
dc.subjectgravel soilen_US
dc.subjectbearing capacityen_US
dc.subjectsettlementen_US
dc.subjectstatisticsen_US
dc.titleStatistical Analysis of Soil Parameters Affecting the Bearing Capacity and Settlement Behaviour of Gravel Soilsen_US
dc.typeArticleen_US

Dosyalar

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu