Total unit weight


Problem:

A saturated soil sample has a total unit weight of 18.24 kN/m^3 with specific gravity of solids as 2.72. Calculate the following:

a. The dry unit weight      

b. The void ratio

c. Porosity

d. Total unit weight at 80% saturation

Note: Explain all steps comprehensively.

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Civil Engineering: Total unit weight
Reference No:- TGS0892695

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