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...

وصف كامل

التفاصيل البيبلوغرافية
المؤلف الرئيسي:	Pakir, Faizal
التنسيق:	أطروحة
اللغة:	الإنجليزية
منشور في:	2017
الموضوعات:	TA Engineering (General). Civil engineering (General)
الوصول للمادة أونلاين:	http://eprints.utm.my/79288/1/FaizalPakirPFKA2017.pdf

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