A pile of diameter 04 m is fully embedded in a clay stratum having 5 layers each 5 m thick as shown in the figure below Assume a constant unit weight of soil as 18 kNm3 for all the layers Using method 015 for 25 m embedment length and neglecting the end bearing component the ultimate pile capacity in kN is gate civil 2017

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A pile of diameter 0.4 m is fully embedded in a clay stratum having 5 layers, each 5 m thick as shown in the figure below. Assume a constant unit weight of soil as 18 kN/m3 for all the layers. Using -method ( = 0.15 for 25 m embedment length) and neglecting the end bearing component, the ultimate pile capacity (in kN) is ________________. - gate civil 2017








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Using -method ( = 0.15 for 25 m embedment length) and neglecting the end bearing component, the ultimate pile capacity (in kN) is 1620.0 to 1630.0



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