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dc.contributor.authorChegenizadeh, Amin
dc.contributor.authorNikraz, Hamid
dc.date.accessioned2017-01-30T11:35:56Z
dc.date.available2017-01-30T11:35:56Z
dc.date.created2012-11-18T20:00:22Z
dc.date.issued2012
dc.identifier.citationChegenizadeh, Amin and Nikraz, Hamid. 2012. Synthetic Polypropylene Fiber Application in Soil. Advanced Materials Research. 550-553: pp. 827-833.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/13253
dc.identifier.doi10.4028/www.scientific.net/AMR.550-553.827
dc.description.abstract

Reinforced soil has been among the most effective soil modification materials. Its use has been expanded rapidly into civil engineering, geotechnical engineering and pavement engineering. Reinforcing subgarde in pavement systems has always been an issue. This study focuses on effect of fiber inclusion on the strength of subgrade material. Plastic fiber was used for this investigation. Fiber contents and aspect ratio have been changed during these tests. The fiber percentage varied from 0 % (for unreinforced samples) to 4%. Clay was used as sub grade material. Unconfined compression tests were carried out to investigate behaviour of the composite under different condition. The fiber length and fiber content found to play important rule on the strength of composite. Furthermore it was observed that ductility of sample increased by fiber inclusion. Finally, UCS was carried out for cemented clay samples and fibre played an important role to reduce the brittle behavior of the cemented samples.

dc.publisherTrans Tech Publications Inc
dc.subjectStrength
dc.subjectUnconfined
dc.subjectFiber
dc.subjectComposite
dc.titleSynthetic Polypropylene Fiber Application in Soil
dc.typeJournal Article
dcterms.source.volume550-553
dcterms.source.number2012
dcterms.source.startPage827
dcterms.source.endPage833
dcterms.source.issn1022-6680
dcterms.source.titleAdvanced Materials Research
curtin.department
curtin.accessStatusFulltext not available


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