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GATE 2026 CE (CE1) – Question 58

Geotechnical Engineering · Deep foundations: piles and pile groups · 2 marks · Numerical answer

A group of 25 circular piles is arranged in $5 \times 5$ uniform pattern in a soft clay soil with equal spacing in both the directions. These are friction piles with negligible end bearing.

Consider the following details:

Diameter of each pile = 1 m

Length of each pile = 15 m

Cohesion of the soil = 20 kN/m$^2$

Unit weight of the soil = 16 kN/m$^3$

Adhesion factor = 0.75

Considering the efficiency of the pile group as unity, the optimum value of the ratio of the pile spacing to pile diameter is ______________ (*rounded off to one decimal place*).

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Correct answer: 3.38 to 3.42

Explanation

With an efficiency of 1, the capacity of the block of piles equals the sum of the capacities of the single piles. The block capacity from friction is $c\,(4B)\,L$, where the block width is $B = 4S + D$. The sum of the individual piles is $25 \times \alpha c\pi DL$. So $4(4S + 1) = 25 \times 0.75 \times \pi \times 1 = 58.9$, which gives $4S + 1 = 14.73$ and $S = 3.43$ m. The ratio $\frac{S}{D} = 3.4$.