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dc.contributor.authorChegenizadeh, Amin
dc.contributor.authorNikraz, Hamid
dc.contributor.editorUnknown
dc.date.accessioned2017-01-30T11:15:29Z
dc.date.available2017-01-30T11:15:29Z
dc.date.created2012-04-03T20:00:47Z
dc.date.issued2011
dc.identifier.citationChegenizadeh, Amin and Nikraz, Hamid. 2011. CBR test on reinforced clayey sand, International Conference on Environmental and Civil Engineering (ICECE 2011), Mar 29-31 2011. Bangkok, Thailand: WASET.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/9871
dc.description.abstract

Composite soils have been widely used in civil engineering applications, especially in slopes, embankment dam and landfills. This paper aims to investigate effect of fiber inclusion on CBR values of composite soil (i.e. sand composite). A series of laboratory CBR tests carried out to evaluate fiber effect on CBR values behavior of composite sand. Clayey sand was selected as soil part of the composite and natural fiber was used as reinforcement. The fiber parameters differed from one test to another, as fiber length were changed from 20 mm to 50 mm and fiber content were varied from 1% and 3%. For each test, CBR values were calculated and compared. The results proved that inclusion of fiber affected CBR values of sand composite so that increasing in fiber content and length caused increasing in CBR.

dc.publisherWASET
dc.subjectsand
dc.subjectreinforced
dc.subjectCBR
dc.subjectfiber
dc.titleCBR test on reinforced clayey sand
dc.typeConference Paper
dcterms.source.titleProceedings of the International Conference on Environmental and Civil Engineering (ICECE 2011)
dcterms.source.seriesProceedings of the International Conference on Environmental and Civil Engineering (ICECE 2011)
dcterms.source.conferenceThe International Conference on Environmental and Civil Engineering (ICECE 2011)
dcterms.source.conference-start-dateMar 29 2011
dcterms.source.conferencelocationBangkok, Thailand
dcterms.source.placeBangkok, Thailand
curtin.note

This article is published under the Open Access publishing model and distributed under the terms of the Creative Commons Attribution License http://creativecommons.org/licenses/by/3.0/ Please refer to the licence to obtain terms for any further reuse or distribution of this work.

curtin.note

NOTICE: This is the author’s version of a work in which changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication.

curtin.departmentDepartment of Civil Engineering
curtin.accessStatusOpen access


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