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dc.contributor.authorChegenizadeh, A
dc.contributor.authorNikraz, Hamid
dc.date.accessioned2017-01-30T11:08:45Z
dc.date.available2017-01-30T11:08:45Z
dc.date.created2013-03-26T20:00:51Z
dc.date.issued2012
dc.identifier.citationChegenizadeh, Amin and Nikraz, Hamid. 2012. Performance of fiber reinforced clayey sand composite. Frontiers of Structural and Civil Engineering. 6 (2): pp. 147-152.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/8788
dc.description.abstract

Soils and their related behavior have always been the subject of many studies. Recent researches showsome interests in investigation of inclusion of randomly distributed fiber in soil. This study focuses on effect of fiber inclusion on the strength and other parameters of clayey sand composite material. First part of this study is related to effective parameters on strength of the clayey sand composite with using natural fiber and plastic fiber and different fiber contents and length. Triaxial consolidated undrained (CU) tests were carried out to investigate behavior of the composite under different condition. The fiber percentage varied from 0% (for unreinforced samples) to 4% and fiber length varied from 8 to 25 mm. The fiber length and fiber content found to play important rule on the strength of fiber reinforced composite.

dc.publisherGaodeng Jiaoyu Chubanshe
dc.relation.urihttp://link.springer.com/article/10.1007%2Fs11709-012-0158-6
dc.subjectstrength
dc.subjecttriaxial
dc.subjectconsolidated undrained (CU)
dc.subjectfiber
dc.titlePerformance of fiber reinforced clayey sand composite
dc.typeJournal Article
dcterms.source.volume6
dcterms.source.number2
dcterms.source.startPage147
dcterms.source.endPage152
dcterms.source.issn2095-2430
dcterms.source.titleFrontiers of Structural and Civil Engineering
curtin.department
curtin.accessStatusFulltext not available


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