Step 1: Understand the context of SPT corrections.
The Standard Penetration Test (SPT) provides an N-value, which is an empirical measure of soil resistance. This N-value needs to be corrected for various factors to obtain a more representative value for design purposes. One common correction is for dilatancy, especially for fine sands below the water table.
Step 2: Recall the dilatancy correction for SPT N-value.
For fine sands below the water table, if the observed N-value (\( N_{obs} \)) is greater than 15, a dilatancy correction is applied. This correction accounts for the pore water pressure generation during driving in dense or fine sands below the water table, which can artificially increase the measured N-value.
The corrected N-value for dilatancy (\( N' \)) is given by the formula:
$$N' = 15 + \frac{1}{2} (N_{obs} - 15)$$
If \( N_{obs} \leq 15 \), then \( N' = N_{obs} \).
Step 3: Apply the correction formula using the given data.
Given the actual (observed) SPT N-value \( N_{obs} = 19 \).
Since \( N_{obs} = 19>15 \), the dilatancy correction is applicable.
Substitute \( N_{obs} = 19 \) into the formula:
$$N' = 15 + \frac{1}{2} (19 - 15)$$
$$N' = 15 + \frac{1}{2} (4)$$
$$N' = 15 + 2$$
$$N' = 17$$
Step 4: Select the correct option.
Based on the calculation, the corrected value of SPT N for dilatancy is \( 17 \).
$$\boxed{17}$$