The void ratio \( e \) is defined as:
\[
e = \frac{V_{\text{void}}}{V_{\text{solids}}}
\]
For the uncompacted soil:
\[
e_{\text{uncompacted}} = 1 = \frac{V_{\text{void}}}{V_{\text{solids}}}.
\]
Thus, the volume of solids is:
\[
V_{\text{solids}} = 10000 \, \text{m}^3 - V_{\text{void}} = 5000 \, \text{m}^3.
\]
For the compacted soil:
\[
V_{\text{compacted}} = 7500 \, \text{m}^3 \text{and} V_{\text{solids}} = 5000 \, \text{m}^3.
\]
The new void ratio is:
\[
e_{\text{compacted}} = \frac{V_{\text{compacted}} - V_{\text{solids}}}{V_{\text{solids}}} = \frac{7500 - 5000}{5000} = 0.5.
\]
Thus, the void ratio of the compacted soil is \( 0.5 \).