CE Board HGE Problem 23 (Hydraulics and Geotechnical Engineering) - CE NOV 2013

A soil sample has a mass of 1830 g taken from the field having a volume of 1x10^(-3) m^3 .
It has a specific gravity of 2.60 and a water content of 10 %. Values of e_max=0.62 and e_min=0.43

a. compute the dry density weight
b. compute the void ratio
c. compute the relative density
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