A compacted soil have 10% moisture content and weight of sample 200gm ,units weight of soil is 2 and specific gravity for soil is 2.7 and water is 1 find degree of saturation

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Your Answer

2/(1+0.1)=2.7*1/(1+e) (equating dry density formulae) we get e=0.485 es=WG we get s=55.56%

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gate civil engineering (ce)
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gate civil engineering (ce)