For the soil profile shown in figure below, the minimum number of precast concrete piles of 300mm diameter required to safely carry the load fo a given factor of safety of 2.5 (assuming 100% efficiency for the pile group) is equal to
A
10
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B
15
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C
20
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D
25
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Solution
The correct option is C 20 Dia of pile, d=0.3m
Length of pile, L=10m
Factor of safety,
FOS = 2.5
Efficiency =100% Cu=100kPa α=0.57
Laod carrying capacity of single pile, f=CuNcAb+α¯Cu.As =150×9×(π×0.324)+0.57×100×(π×0.3×10) =632.64kN
As group efficiency is 100%
Load carrying capacity of pile group =F×number of piles ⇒Fgroup=n.F Fgroup=F.O.S.×Applied load n×632.64=2.5×5000 ⇒n=19.75=20piles