Study on soil stabilisation technique using lime & fly ash
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...
| Main Author: | |
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| Format: | Thesis |
| Language: | English |
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Curtin University
2013
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| Online Access: | http://hdl.handle.net/20.500.11937/892 |
| _version_ | 1848743511284776960 |
|---|---|
| author | Amiralian, Saeid |
| author_facet | Amiralian, Saeid |
| author_sort | Amiralian, Saeid |
| building | Curtin Institutional Repository |
| collection | Online Access |
| description | 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. |
| first_indexed | 2025-11-14T05:46:44Z |
| format | Thesis |
| id | curtin-20.500.11937-892 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-14T05:46:44Z |
| publishDate | 2013 |
| publisher | Curtin University |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-8922017-02-20T06:40:31Z Study on soil stabilisation technique using lime & fly ash Amiralian, Saeid 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. 2013 Thesis http://hdl.handle.net/20.500.11937/892 en Curtin University fulltext |
| spellingShingle | Amiralian, Saeid Study on soil stabilisation technique using lime & fly ash |
| title | Study on soil stabilisation technique using lime & fly ash |
| title_full | Study on soil stabilisation technique using lime & fly ash |
| title_fullStr | Study on soil stabilisation technique using lime & fly ash |
| title_full_unstemmed | Study on soil stabilisation technique using lime & fly ash |
| title_short | Study on soil stabilisation technique using lime & fly ash |
| title_sort | study on soil stabilisation technique using lime & fly ash |
| url | http://hdl.handle.net/20.500.11937/892 |