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dc.contributor.authorAmiralian, Saeid
dc.contributor.supervisorProf. Hamid Nikraz
dc.date.accessioned2017-01-30T09:55:07Z
dc.date.available2017-01-30T09:55:07Z
dc.date.created2014-02-07T03:14:29Z
dc.date.issued2013
dc.identifier.urihttp://hdl.handle.net/20.500.11937/892
dc.description.abstract

A series of microanalytical (Optical microscopy, scanning electron microscopy, energy dispersive X-ray spectroscopy, X-ray diffraction, and Fourier transform infrared spectroscopy ) and geotechnical (standard compaction , hydraulic conductivity, one-dimensional consolidation, and direct shear) tests used for analysing the effectiveness of lime and fly ash on soil stabilisation from a chemical/elemental and geotechnical viewpoints. The geo-chemical analysis was revealed the creation of chemical components required for the chemical reaction, thereby improving the soil’s geotechnical performance.

dc.languageen
dc.publisherCurtin University
dc.titleStudy on soil stabilisation technique using lime & fly ash
dc.typeThesis
dcterms.educationLevelMPhil
curtin.accessStatusOpen access
curtin.facultyFaculty of Science and Engineering, Department of Civil Engineering


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