CE Board HGE Problem 17 (Hydraulics and Geotechnical Engineering) - CE May 2013

A sample of dry soil is uniformly mixed with 17 % by mass of water and compacted in a cylindrical mold. The volume of wet soil is 1x10^(-3) m^3 and its mass is 1.6 kg. If the specific gravity of soil particles is 2.70 and using unit weight of water is 9.81 kN/m^3 .

a. Find the nearest value to the dry unit weight of soil.
b. find the nearest value to the void ratio
c. what is the degree of saturation ?
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Reference:
"Licensure Exams for Civil Engineering" by BESAVILLA
"CE Reference for Licensure Examination" by GILLESANIA
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