Investigation of the liquefaction potential of fiber-reinforced sand

dc.contributor.authorSonmezer, Yetis Bulent
dc.date.accessioned2020-06-25T18:30:45Z
dc.date.available2020-06-25T18:30:45Z
dc.date.issued2019
dc.departmentKırıkkale Üniversitesi
dc.description.abstractIn the present, the liquefaction potential of fiber-reinforced sandy soils was investigated through the energy-based approach by conducting a series of strain-controlled cyclic simple shear tests. In the tests, the effects of the fiber properties, such as the fiber content, fiber length, relative density and effective stress, and the test parameters on sandy soil improvement were investigated. The results indicated that the fiber inclusion yields to higher cumulative liquefaction energy values compared to the unreinforced (plain) ground by increasing the number of cycles and shear strength needed for the liquefaction of the soil. This result reveals that the fiber inclusion increases the resistance of the soil to liquefaction. However, the increase in the fiber content was determined to be more effective on the test results compared to the fiber length. Furthermore, the increase in the relative density of the soil increases the efficiency of the fibers on soil strengthening.en_US
dc.identifier.citationclosedAccessen_US
dc.identifier.doi10.12989/gae.2019.18.5.503
dc.identifier.endpage513en_US
dc.identifier.issn2005-307X
dc.identifier.issue5en_US
dc.identifier.scopus2-s2.0-85073292174
dc.identifier.scopusqualityQ2
dc.identifier.startpage503en_US
dc.identifier.urihttps://doi.org/10.12989/gae.2019.18.5.503
dc.identifier.urihttps://hdl.handle.net/20.500.12587/7716
dc.identifier.volume18en_US
dc.identifier.wosWOS:000480442500005
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherTechno-Pressen_US
dc.relation.ispartofGeomechanics And Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectearthquakeen_US
dc.subjectfiberen_US
dc.subjectliquefactionen_US
dc.subjectreinforced soilen_US
dc.subjectsanden_US
dc.subjectcyclic simple shear testen_US
dc.subjectenergy-based modelen_US
dc.titleInvestigation of the liquefaction potential of fiber-reinforced sanden_US
dc.typeArticle

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