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Soil, $2000m^{3}$ in volume is excavated from borrow pit where natural water content 15% and unit weight $17kN/m^{3}$.The soil used an embankment compacted at porosity of 30% what is volume wmpact
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Given:- $V=2000m^{3}$

w=15%

$\gamma= 17kN/m^{3}$

n=30%

se=w.g

s=$\frac{0.15\times 2.67}{0.492}$

s=81.4%

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