Question
a.
20.748 kN/m³
b.
17.628 kN/m³
c.
18.123 kN/m³
d.
19.246 kN/m³
Posted under Geotechnical Engineering
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Q. A soil has a dry unit weight of 16.25 kN/m³ and saturated unit weight of 20 kN/m³. If the degree of saturation of soil is 50%, then its bulk unit weight will be ______
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