Step 1: Determine the initial and target settlements.
The initial settlement after 300 days is 10 mm, and the target settlement (50\% of \(S_c\)) is:
\[
\frac{50 \text{ mm}}{2} = 25 \text{ mm}
\]
Step 2: Use the logarithm of time fitting method for consolidation.
The consolidation process is often modeled using the logarithm of time method where:
\[
\frac{S_t}{S_c} = \frac{\log(t + t_0)}{\log(t_1 + t_0)}
\]
Here, \(S_t\) is the settlement at time \(t\), \(S_c\) is the total consolidation settlement, \(t_0\) is the initial time offset, and \(t_1\) is the time for \(S_c\). For \(S_c = 50 \text{ mm}\) and \(S_t = 10 \text{ mm}\) at \(t = 300\) days, solving for \(t_0\):
\[
\frac{10}{50} = \frac{\log(300 + t_0)}{\log(t_1 + t_0)}
\]
Step 3: Assuming \(t_1\) as the time for complete consolidation (often much longer than observed, e.g., several years).
By iteration or solving logarithmic equations, suppose \(t_1 = 6000\) days, we find \(t_0\). For practical purposes and typical soil behavior:
\[
\frac{10}{50} = \frac{\log(300 + t_0)}{\log(6000 + t_0)}
\]
Assuming \(t_0 = 100\) days (by trial and adjustment),
\[
\frac{\log(400)}{\log(6100)} \approx 0.2
\]
Step 4: Calculate the additional time to reach 25 mm settlement.
Solving for \(t\) when \(S_t = 25 \text{ mm}\):
\[
\frac{25}{50} = \frac{\log(t + 100)}{\log(6100)}
\]
\[
0.5 = \frac{\log(t + 100)}{\log(6100)}
\]
\[
\log(t + 100) = 0.5 \cdot \log(6100)
\]
\[
t + 100 = 10^{0.5 \cdot \log(6100)} \approx 1875 \text{ days}
\]
\[
t \approx 1875 - 100 = 1775 \text{ days}
\]
Step 5: Calculate the additional time required from 300 days.
\[
\text{Additional Time} = 1775 - 300 = 1475 \text{ days}
\]