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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主要作者: Ahmad, Juhaizad
格式: Thesis
語言:English
出版: 2007
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在線閱讀:https://ir.uitm.edu.my/id/eprint/551/1/TM_JUHAIZAD%20AHMAD%20EC%2007_5%201.pdf
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