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.
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Two soils of permeabilities \( k_1 \) and \( k_2 \) are placed in a horizontal flow apparatus, as shown in the figure. For Soil 1, \( L_1 = 50 \, {cm} \), and \( k_1 = 0.055 \, {cm/s} \); for Soil 2, \( L_2 = 30 \, {cm} \), and \( k_2 = 0.035 \, {cm/s} \). The cross-sectional area of the horizontal pipe is 100 cm², and the head difference (\( \Delta h \)) is 150 cm. The discharge (in cm³/s) through the soils is ........ (rounded off to 2 decimal places).

The most suitable test for measuring the permeability of clayey soils in the laboratory is ___________.
Consider the beam ACDEB given in the figure. Which of the following statements is/are correct:

The figures, I, II, and III are parts of a sequence. Which one of the following options comes next in the sequence as IV?
