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The Void Ratio is basically related to porosity especially when porosity is expressed as a ratio. This equation calculates the ratio of volume occupied by voids (VV) to volume occupied by soil solids(VS).
If void ratio is high (loose soils) voids in a soil skeleton tend to minimize under loading - adjacent particles contract. However, when void ratio is relatively small (dense soils), then the volume of the soil is vulnerable to increase under loading - particles dilate.
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