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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Détails bibliographiques
Auteur principal:	Pakir, Faizal
Format:	Thèse
Langue:	anglais
Publié:	2017
Sujets:	TA Engineering (General). Civil engineering (General)
Accès en ligne:	http://eprints.utm.my/79288/1/FaizalPakirPFKA2017.pdf

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