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...
Saved in:
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 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Modelling of collapse settlement by effective stress and shear strength interaction for granite residual soil / Ismacahyadi Bagus Mohamed Jais
by: Mohamed Jais, Ismacahyadi Bagus
Published: (2014) -
Shear strength characteristics of a decomposed granite residual soil in Malaysia /
by: Hossain, Md. Kamal
Published: (1999) -
Effective shear strength parameters of remoulded residual soil
by: Salih, Asmaa Gheyath
Published: (2010) -
The Effect of Wetting on the Collapsibility and Shear Strengths of Tropical Residual Soils
by: Azmi, Nor Azwati
Published: (2008) -
Effect Of Shear Strength Parameters In Residual Soils On Slope Failures
by: Jamalludin, Damanhuri
Published: (2016)