Step 1: Understanding compaction curve.
In a soil compaction test, dry density is plotted against moisture content. The peak point represents the maximum dry density (MDD) and the corresponding water content is the optimum moisture content (OMC).
Step 2: Effect of compaction effort.
When compaction effort is increased:
- The maximum dry unit weight increases because higher energy reduces voids.
- The optimum moisture content decreases because less water is needed for lubrication under higher energy.
Step 3: Zero-air-voids (ZAV) curve.
The ZAV curve represents the condition of 100% saturation (no air voids). In reality, soils always contain some air, so the compaction curve will approach the ZAV curve but never cross it.
\[
\boxed{\text{Hence, statement (D) is incorrect.}}
\]
The figures, I, II, and III are parts of a sequence. Which one of the following options comes next in the sequence as IV?
For the beam and loading shown in the figure, the second derivative of the deflection curve of the beam at the mid-point of AC is given by \( \frac{\alpha M_0}{8EI} \). The value of \( \alpha \) is ........ (rounded off to the nearest integer).