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### Notes

**CE2305 FOUNDATION ENGINEERING**

**CE2033 GROUND IMPROVEMENT TECHNIQUES**

**VTU SYLLABUS 2010 BUILDING MATERIALS AND CONSTRUCTION TECHNOLOGY (COMMON TO CV/TR/CTM) [10CV32] Engineering.**

**CE2251 SOIL MECHANICS**

**Diamond chip**

**CE2308 SOIL MECHANICS LABORATORY**

**AG2211 APPLIED GEOLOGY**

**GEOTECHNICAL LABORATORY EXPERIMENTS**

**GE2152 BASIC CIVIL & MECHANICAL ENGINEERING**

**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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## Answers

## 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 1630.0satyashiromani

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