Please solve quickly 12.16 Consider a continuous flight auger pile in a sandy soil de-posit 10 m long with a diameter of 0.45 m. Following is thevariation of standard penetration resistance values (No) withdepth.Depth (m)1.53.04.56.07.59.010.512.013.515.017.018.520.0No6758101013151820171821Estimate the ultimate load-carrying capacity of the pile.Assume unit weight of soil, y = 15.5 kN/m³.

Answered: Consider a continuous flight auger pile…

Consider a continuous flight auger pile in a sandy soil de- posit 10 m long with a diameter of 0.45 m. Following is the variation of standard penetration resistance values (No) with depth.

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter9: Pile Foundations

Section: Chapter Questions

Problem 9.6P

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Concept explainers

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.

Question

Please solve quickly

12.16 Consider a continuous flight auger pile in a sandy soil de-
posit 10 m long with a diameter of 0.45 m. Following is the
variation of standard penetration resistance values (No) with
depth.
Depth (m)
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
17.0
18.5
20.0
No
6758
10
10
13
15
18
20
17
18
21
Estimate the ultimate load-carrying capacity of the pile.
Assume unit weight of soil, y = 15.5 kN/m³.

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