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...

書目詳細資料
主要作者:	Pakir, Faizal
格式:	Thesis
語言:	英语
出版:	2017
主題:	TA Engineering (General). Civil engineering (General)
在線閱讀:	http://eprints.utm.my/79288/1/FaizalPakirPFKA2017.pdf

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