Physicochemical, microstructural and engineering behaviour of non-traditional stabiliser treated marine clay
The presence of marine clay underlying foundation has been responsible for failure in several geotechnical structures and chemical stabilisation is the usual practice to improve the strength of soils. Recently, non-traditional additives are extensively used to solve this problem and their effects on...
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| Format: | Thesis |
| Language: | English |
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2017
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| Online Access: | http://eprints.utm.my/79288/1/FaizalPakirPFKA2017.pdf |