Investigation of the Effect of Different Saturation Methods on the Undrained Shear Strength of a Clayey Soil Compacted with Standard and Modified Proctor Energies

Basit Öğe Kaydı
dc.contributor.authorYuksel, Yilmaz
dc.contributor.authorAhad Bahari, Kheirjouy
dc.contributor.authorAli Payidar, Akgungor
dc.date.accessioned2020-06-25T18:22:26Z
dc.date.available2020-06-25T18:22:26Z
dc.date.issued2016
dc.departmentKırıkkale Üniversitesi
dc.descriptionYilmaz, Yuksel/0000-0001-7630-7357
dc.description.abstractIn this study, unconsolidated-undrained (UU) shear strengths of a clayey soil that is subject to saturation separately by using vacuum saturation method and falling head method were investigated. In the study, a soil with CL class according to Unified Soil Classification System was used. The soil samples prepared by being compacted in a rigid-wall permeameter mechanism were subject to a saturation process for periods varying from 1 week to 4 weeks. In the saturation by using falling head method, maximum 4m hydraulic load was applied to the samples. In saturation by using vacuum method, minimum - 70 kPa vacuum was used. After the saturation process, the samples were subject to UU type triaxial tests. Depending on the saturation method and duration, a decrease of approximately 2 - 3 times was observed in UU shear strength parameters (c(u) and phi(u)) of the samples, which are subject to the saturation process, compared to the unsaturated samples. In the samples compacted with Standard Proctor Energy (SPE), strength parameters obtained under vacuum for one week were lower compared to samples saturated for 4 weeks by using the method of saturation by gravity. In the samples compacted with Modified Proctor Energy (MPE), vacuum method did not give a successful result.en_US
dc.description.sponsorshipGazi University Scientific Research ProjectGazi University [BAP. 06/2010-15, BAP. 06/2011-03]en_US
dc.description.sponsorshipThe laboratory study of this research was carried out in the Soil mechanics laboratory of Engineering Faculty of Gazi University. Authors are so thankful for the support of Gazi University Scientific Research Project funds BAP. 06/2010-15 and BAP. 06/2011-03.en_US
dc.identifier.citationYilmaz, Y., Bahari Kheirjouy, A., Payidar Akgungor, A. “Investigation of the Effect of Different Saturation Methods on the Undrained Shear Strength of a Clayey Soil Compacted with Standard and Modified Proctor Energies”, Periodica Polytechnica Civil Engineering, 60(3), pp. 323–329, 2016.en_US
dc.identifier.doi10.3311/PPci.8891
dc.identifier.endpage329en_US
dc.identifier.issn0553-6626
dc.identifier.issue3en_US
dc.identifier.scopus2-s2.0-84979025382
dc.identifier.scopusqualityQ2
dc.identifier.startpage323en_US
dc.identifier.urihttps://doi.org/10.3311/PPci.8891
dc.identifier.urihttps://hdl.handle.net/20.500.12587/6726
dc.identifier.volume60en_US
dc.identifier.wosWOS:000380061100002
dc.identifier.wosqualityQ4
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherBudapest Univ Technology Economicsen_US
dc.relation.ispartofPeriodica Polytechnica-Civil Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectsaturationen_US
dc.subjectvacuumen_US
dc.subjectfalling headen_US
dc.subjectrigid wall permeameteren_US
dc.subjectundrained shear strengthen_US
dc.subjectclayen_US
dc.subjectsoilen_US
dc.subjectcompaction energyen_US
dc.subjectProctoren_US
dc.titleInvestigation of the Effect of Different Saturation Methods on the Undrained Shear Strength of a Clayey Soil Compacted with Standard and Modified Proctor Energiesen_US
dc.typeArticle

Dosyalar

Orijinal paket
Listeleniyor 1 - 1 / 1
Küçük Resim
İsim:
Investigation of the Effect of Different Saturation Methods on the Undrained Shear Strength of a Clayey Soil Compacted with Standard and Modified Proctor Energies.pdf
Boyut:
1.3 MB
Biçim:
Adobe Portable Document Format
Açıklama:
Tam Metin/Full Text
İndir

Koleksiyon

WOS İndeksli Yayınlar Koleksiyonu
Makale Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu