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...

書誌詳細
第一著者:	Pakir, Faizal
フォーマット:	学位論文
言語:	英語
出版事項:	2017
主題:	TA Engineering (General). Civil engineering (General)
オンライン･アクセス:	http://eprints.utm.my/79288/1/FaizalPakirPFKA2017.pdf

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