The effect of particle breakage on the stress-strain curve / Juhaizad Ahmad

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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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Bibliographic Details
Main Author:	Ahmad, Juhaizad
Format:	Thesis
Language:	English
Published:	2007
Subjects:	TA Engineering. Civil engineering Materials of engineering and construction Particles
Online Access:	https://ir.uitm.edu.my/id/eprint/551/

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