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A pile of dia 0.4 m fully embedded in a clay strata having 5 layers; each 5 m thick as shown in fig. Assuming a constant unit weight of soil 18 kN/m3 for all the layers using λ- method (λ=0.15 for 25 m embedment length) and neglecting the end bearing components the ultimate beam capacity (in kN) is1625.77 |
Answer» A pile of dia 0.4 m fully embedded in a clay strata having 5 layers; each 5 m thick as shown in fig. Assuming a constant unit weight of soil 18 kN/m3 for all the layers using λ- method (λ=0.15 for 25 m embedment length) and neglecting the end bearing components the ultimate beam capacity (in kN) is
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