b) A bored pile was installed in dense sand with the following data:Diameter of pile 600 mm, length of pile= 20 m of internal friction () = 30°, 1=20kN/mThe ground water table was at a depth of 6 m. below the ground surface. Assuming factor ofsafety of 3 calculate the estimated safe load capacity of a single pile.%3D

Diameter of pile (d) = 0.6 mLength of pile( L) = 20 mAngle of internal friction(ϕ) = 30°γ = 20…

b) A bored pile was installed in dense sand with the following data- kN/m The ground water table was at a depth of 6 m. below the ground surface. Assuming factor of safety of 3 calculate the estimated safe load capacity of a single pile.

b) A bored pile was installed in dense sand with the following data- kN/m The ground water table was at a depth of 6 m. below the ground surface. Assuming factor of safety of 3 calculate the estimated safe load capacity of a single pile.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter18: Pile Foundation

Section: Chapter Questions

Problem 18.18P

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Pricing Excavation and Backfill

Backfill, in construction, is the activity of returning the soil and gravel that are removed during building construction or using them again to toughen and support the foundation of the building or any other structural component.

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b) A bored pile was installed in dense sand with the following data:
Diameter of pile 600 mm, length of pile= 20 m of internal friction () = 30°, 1=20
kN/m
The ground water table was at a depth of 6 m. below the ground surface. Assuming factor of
safety of 3 calculate the estimated safe load capacity of a single pile.
%3D

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