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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Bibliographic Details
Main Author: Saffari, Pooya
Format: Thesis
Language:English
Published: 2018
Subjects:
Online Access:https://ir.uitm.edu.my/id/eprint/99932/1/99932.pdf
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