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dc.contributor.authorHasan, Umair
dc.contributor.supervisorDr Amin Chegenizadeh
dc.contributor.supervisorProf. Hamid Nikraz
dc.date.accessioned2017-01-30T10:13:50Z
dc.date.available2017-01-30T10:13:50Z
dc.date.created2015-11-27T04:00:12Z
dc.date.issued2015
dc.identifier.urihttp://hdl.handle.net/20.500.11937/1821
dc.description.abstract

Feasibility of stabilising bentonite with greener additives, construction waste and slag, was investigated. Addition of both additives improved unconfined compressive and direct shear strengths, optimum additives as 20% of construction waste and 5% of slag under all curing conditions. Effect was more pronounced with successive curing periods, showing highest value for 28 days curing. Presence of slag and bentonite grains in vesicles of construction waste particles was observed through SEM, EDS and XRD results.

dc.languageen
dc.publisherCurtin University
dc.titleExperimental study on bentonite stabilisation using construction waste and slag
dc.typeThesis
dcterms.educationLevelMPhil
curtin.departmentDepartment of Civil Engineering
curtin.accessStatusOpen access


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