Stress-strain prediction in granitic residual soil by effective stress and shear strength interaction model / Abdul Samad Abdul Rahman

This study focused on the prediction of soil stress-strain response under any arbitrary confining effective pressure. The stress-strain curves showed a higher peak strength as effective confining pressure increases. Therefore, there is a need for an effective method to predict the stress-strain resp...

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Bibliographic Details
Main Author: Abdul Rahman, Abdul Samad
Format: Thesis
Language:English
Published: 2019
Online Access:https://ir.uitm.edu.my/id/eprint/83817/1/83817.pdf
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