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Engineering · Civil Engineering
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8. An unsaturated sand with a water content of 9 % was compacted from a dry density of Wİ 1.75 Mg/m to a dry density of 1.83 Mg/m3. Assuming the water content remained the same and assuming p,- 2.75 Mg/m3 determine the following: a) Void ratio, e, and degree of saturation, Sr, of the uncompacted sand b) Void ratio, e, and degree of saturation, S, of the compacted sand c) The change in air content, AA

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