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Negative skin friction on 16-pile group

Short answer

Negative skin friction is the smaller of sum of individual pile NSF (3167 kN) and block NSF (1764 kN). Block failure governs, so NSF on group is 1764 kN.

A circular pile group of 16 piles penetrates through an unconsolidated soil of 3.5 m depth. The diameter of circular pile is 60 cm and pile spacing of 800 cm (as printed). The average unconfined compressive strength of material is 60 kN/m260\ \text{kN/m}^2 and the unit weight of soil is 16 kN/m316\ \text{kN/m}^3. Compute the negative skin friction on the group. Take adhesion factor = 1.

Given: 16 piles (taken as a 4 × 4 group), d=0.60d = 0.60 m, through H=3.5H = 3.5 m of unconsolidated (settling) soil, qu=60q_u = 60 kN/m² so cu=30c_u = 30 kN/m², γ=16\gamma = 16 kN/m³, α=1\alpha = 1.

The printed spacing of "800 cm" is taken as 800 mm = 0.80 m; a spacing of 8 m is not reasonable for a 16-pile group.

The negative skin friction (NSF) on the group is the smaller of (1) the sum of the NSF on individual piles and (2) the NSF on the block of soil.

1. Individual piles

Qnsf=αcuπdH=1×30×π×0.6×3.5=197.9 kN16Qnsf=3166.7 kN\begin{aligned} Q_{nsf} &= \alpha c_u\pi dH = 1 \times 30 \times \pi \times 0.6 \times 3.5 = 197.9\ \text{kN} \\ 16Q_{nsf} &= 3166.7\ \text{kN} \end{aligned}

2. Block

Bg=3(0.8)+0.6=3.0 m,Pg=4(3.0)=12 mQng=γBg2H+PgHcu=16×3.02×3.5+12×3.5×30=504.0+1260.0=1764.0 kN\begin{aligned} B_g &= 3(0.8) + 0.6 = 3.0\ \text{m},\quad P_g = 4(3.0) = 12\ \text{m} \\ Q_{ng} &= \gamma B_g^2H + P_gHc_u \\ &= 16 \times 3.0^2 \times 3.5 + 12 \times 3.5 \times 30 \\ &= 504.0 + 1260.0 = 1764.0\ \text{kN} \end{aligned}

Answer: negative skin friction on the group ≈1764\approx 1764 kN (the block value governs). If the spacing were really 8 m, the piles would act separately and the NSF would be 16Qnsf≈316716Q_{nsf} \approx 3167 kN.

✓ Answer checked by Claude Sonnet 5.5

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