In a Proctor compaction test, the optimum water content of a fill material is found as 12%. Specific gravity of solids is 2.6, maximum void ratio is 0.93, and minimum void ratio is 0.53. A 2.4m (height) x 30m x 30m embankment of this soil is to be compacted to 90% relative density.
a)The embankment will be compacted in 8 layers of 30cm thickness.Calculate the quantity of water to be added to each layer for the most efficient compaction.
b)You notice one of your technicians made a mistake in determining the minimum void ratio, its correct value is 0.43. How much volume of additional soil (compared to the volume calculated with the incorrect emin) at its loosest state is needed to complete the embankment?
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