The effect of particle breakage on the stress-strain curve / Juhaizad Ahmad
Granular soils can be found in natural slope, foundation base and embankments. It is subjected to static and dynamics loads and the loads can cause particle breakage. Particle breakage is a phenomenon where the soil particles transform to finer state due to slippage, dilation and creep. Particle...
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| Main Author: | |
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| Format: | Thesis |
| Language: | English |
| Published: |
2007
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| Online Access: | https://ir.uitm.edu.my/id/eprint/551/1/TM_JUHAIZAD%20AHMAD%20EC%2007_5%201.pdf |
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