The unit weight of the soil on full saturation can be calculated using the formula:
\[
\gamma_{sat} = \gamma_{bulk} + \frac{w}{G} \cdot \gamma_{w}
\]
Where:
- \( \gamma_{sat} \) is the unit weight of the soil when fully saturated,
- \( \gamma_{bulk} \) is the given bulk unit weight of the soil (18.5 kN/m³),
- \( w \) is the moisture content (25% or 0.25),
- \( G \) is the specific gravity of the soil solids (2.65),
- \( \gamma_w \) is the unit weight of water (9.81 kN/m³).
Substitute the values into the equation:
\[
\gamma_{sat} = 18.5 + \frac{0.25}{2.65} \times 9.81 = 18.5 + 0.923 \approx 19.03 \, \text{kN/m³}.
\]
Final Answer: 19.03 kN/m³