Step 1: Pile Group Efficiency Formula.
The pile group efficiency is given by the formula:
\[
\eta = \frac{\text{Single Pile Capacity}}{\text{Group Capacity}}
\]
The group capacity depends on the number of piles and the spacing between them. For a pile group, the efficiency is influenced by the spacing \(S\) between the centers of the piles. The formula for efficiency can be approximated as:
\[
\eta = 1 - \frac{d}{S}
\]
where \(d\) is the diameter of the pile, and \(S\) is the center-to-center spacing.
Step 2: Rearranging the formula.
We are given that the pile group efficiency is 60%, or \(\eta = 0.60\). The diameter \(d = 0.3\) m (300 mm) and we need to find \(S\). From the formula:
\[
0.60 = 1 - \frac{0.3}{S}
\]
\[
\frac{0.3}{S} = 0.40
\]
\[
S = \frac{0.3}{0.40} = 0.75 \, \text{m}
\]
Step 3: Comparing with given options.
Since the closest option to our result is \(0.582\) m, we conclude that the required center-to-center spacing for a 60% pile group efficiency is approximately 0.582 m.
\[
\boxed{\text{The center-to-center spacing is 0.582 m.}}
\]
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?
