Effect of Organic Fluids on the Geotechnical Behavior of a Highly Plastic Clayey Soil

Basit Öğe Kaydı
dc.contributor.authorOlgun, Murat
dc.contributor.authorYıldız, Mustafa
dc.date.accessioned2020-03-26T17:48:02Z
dc.date.available2020-03-26T17:48:02Z
dc.date.issued2010
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractChanges in pore fluid distribution generally exert a significant influence on the geotechnical behavior of clays. To determine these influences, we used four different organic fluids (methanol, ethanol, isopropyl alcohol and acetic acid) at various organic fluid/water ratios, covering a wide range of dielectric constants. Firstly, the specimens were consolidated using a 100 kPa pre-consolidation pressure. Then, a series of triaxial compression and consolidation tests were executed on the water-organic fluid slurries. Additionally, Atterberg limit tests were conducted. The coagulation of the clay particles was studied with an optical microscope. Liquid limit values and consolidation parameters generally decreased while shear strength values increased with increasing organic fluid/water ratio and decreasing dielectric constant of the pore fluid. The effect of the pore fluids is attributed to the decreasing electrostatic repulsion. During coagulation, the particles showed a tendency to behave like silt-fine sand.en_US
dc.description.sponsorshipSelcuk University Scientific Investigation Projects DirectorateSelcuk Universityen_US
dc.description.sponsorshipThis study is a part of Ph.D. Dissertation Study (Olgun, 2008) of Murat Olgun named "The investigation of shear strength and consolidation behaviors of clay soils consolidated with chemicals of various concentrations" and supported by Selcuk University Scientific Investigation Projects Directorate.en_US
dc.identifier.citationOlgun, M., Yıldız, M., (2010). Effect of Organic Fluids on the Geotechnical Behavior of a Highly Plastic Clayey Soil. Applied Clay Science, 48(4), 615-621. Doi:10.1016/j.clay.2010.03.015
dc.identifier.doi10.1016/j.clay.2010.03.015en_US
dc.identifier.endpage621en_US
dc.identifier.issn0169-1317en_US
dc.identifier.issn1872-9053en_US
dc.identifier.issue4en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage615en_US
dc.identifier.urihttps://dx.doi.org/10.1016/j.clay.2010.03.015
dc.identifier.urihttps://hdl.handle.net/20.500.12395/24813
dc.identifier.volume48en_US
dc.identifier.wosWOS:000278306200012en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorOlgun, Murat
dc.institutionauthorYıldız, Mustafa
dc.language.isoenen_US
dc.publisherELSEVIERen_US
dc.relation.ispartofAPPLIED CLAY SCIENCEen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectClayen_US
dc.subjectOrganic fluiden_US
dc.subjectGeotechnical behavioren_US
dc.subjectDielectric constanten_US
dc.titleEffect of Organic Fluids on the Geotechnical Behavior of a Highly Plastic Clayey Soilen_US
dc.typeArticleen_US

Dosyalar

Orijinal paket
Listeleniyor 1 - 1 / 1
Küçük Resim
İsim:
4813.pdf
Boyut:
989.21 KB
Biçim:
Adobe Portable Document Format
Açıklama:
Makale Dosyası
İndir

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
İnşaat Mühendisliği Bölümü/Makale Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu