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An oven-dry soil sample of volume 225 cm3 weighs 3.90 N. If the grain specific gravity is 2.72, determine the void-ratio and shrinkage limit. What will be the water content which will fully saturate the sample and also cause an enhance in volume equal to 8% of the original dry volume?
Do we take the whole length (including the over hanging portion when we say the "whole span" of th beam ?
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list the properties of aggregates
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Verify the grain specific gravity In a specific gravity test, the weight of the dry soil taken is 0.66 N. The weight of the pyknometer filled with this soil and water is 6.756
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