Effective stress-shear strength interaction on the collapse behaviour of unsaturated residual soil grade V: thesis / Pooya Saffari

Granitic residual soils are generally suitable materials for filling embankments in Malaysia due to extensive occurrence in Malaysian land. Various types of these materials from grade IV to VI have been used in embankments successfully in the past. However, they can be problematic during continuous...

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Détails bibliographiques
Auteur principal:	Saffari, Pooya
Format:	Thèse
Langue:	anglais
Publié:	2018
Sujets:	Drugs prescribing
Accès en ligne:	https://ir.uitm.edu.my/id/eprint/99932/1/99932.pdf
Abstract	Abstract here

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