What will be the unit weight of a fully saturated soil sample having water content of 38% and grain specific gravity of 2.65?
Step 1: Using the formula for unit weight of fully saturated soil: \[ \gamma_{{saturated}} = \frac{G_s + S w}{1 + w} \times \gamma_{{w}} \] where, \( G_s = 2.65 \) (specific gravity), \( w = 38\% = 0.38 \) (water content), \( S = 1 \) (fully saturated), \( \gamma_{{w}} = 9.81 \) kN/m\(^3\) (unit weight of water).
Step 2: Substituting values: \[ \gamma_{{saturated}} = \frac{2.65 + (1 \times 0.38)}{1 + 0.38} \times 9.81 \]
Step 3: Calculating: \[ \gamma_{{saturated}} = \frac{2.65 + 0.38}{1.38} \times 9.81 = \frac{3.03}{1.38} \times 9.81 \] \[ \gamma_{{saturated}} = 2.196 \times 9.81 = 17.88 { kN/m}^3 \] Thus, the correct answer is (B) 17.88 kN/m\(^3\).