Curvi-linear shear strength envelope for residual soil in precinct 9, Putrajaya for unsoaked and soaked multistage triaxial drained test / Abdul Samad Abdul Rahman
To determine the mode of slope failures is very difficult especially when using the conventional slope stability method which applies the linear type of strength variation with respect to effective stress and suction. These studies were conducted to fulfil the real failure mechanism of slope failure...
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| Format: | Book |
| Published: |
2012.
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| Subjects: | |
| Online Access: | Link Metadata |
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Internet
Link Metadata3rd Floor Main Library
| Call Number: |
A1234.567 |
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| Copy 1 | Available |