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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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**If the water content of a fully saturated soil mass is 100%, the void ratio of the sample is: -gate civil 2017**

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### Notes

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**CE2033 GROUND IMPROVEMENT TECHNIQUES**

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**Diamond chip**

**AG2211 APPLIED GEOLOGY**

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**GE2152 BASIC CIVIL & MECHANICAL ENGINEERING**

**GEOTECHNICAL LABORATORY EXPERIMENTS**

**Embedded computing systems 10CS72**

## 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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Download question setAnswers## Using -method ( = 0.15 for 25 m embedment length) and neglecting the end bearing component, the ultimate pile capacity (in kN) is

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