1. Calculate the ultimate load carrying capacity of the pile tip driven into the soil profile shown below: G.W.T. 45' Qapp Soft Clay: Ysat 100 pcf Cu 500 psf, ou = 0° 平 12' Soil Plug Driven Steel Pipe Pile: Outside Diameter = 2' Inside Diameter = 1'11" Hollow (soil plugged) Note: Pile & soil profile are not drawn to scale Qp = ? Please perform the tip capacity calculation two ways: For the first approach, assume that the total vertical stress at the pile tip is balanced by the weight of the pile. For the second approach, assume that the total vertical stress at the pile tip is not balanced by the weight of the pile (which means you need to include the vertical total stress term). Please compare your answers from these two analyses, examine some of your intermediate-stage calculation results such as the total overburden stress at the pile tip relative to the weight of the pile, and discuss whether or not the commonly used assumption about the total vertical stress at the pile tip is a good one for this particular problem. In order to calculate the weight of the pile, please use a unit weight for steel of 490 pcf.

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter15: Retaining Walls, Braced Cuts, And Sheet Pile Walls
Section: Chapter Questions
Problem 15.22P
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1. Calculate the ultimate load carrying capacity of the pile tip driven into the soil profile shown
below:
G.W.T.
45'
Qapp
Soft Clay:
Ysat 100 pcf
Cu 500 psf, ou = 0°
平
12' Soil
Plug
Driven Steel Pipe Pile:
Outside Diameter = 2'
Inside Diameter = 1'11"
Hollow (soil plugged)
Note: Pile & soil profile
are not drawn to scale
Qp = ?
Please perform the tip capacity calculation two ways: For the first approach, assume that the
total vertical stress at the pile tip is balanced by the weight of the pile. For the second
approach, assume that the total vertical stress at the pile tip is not balanced by the weight of
the pile (which means you need to include the vertical total stress term). Please compare
your answers from these two analyses, examine some of your intermediate-stage calculation
results such as the total overburden stress at the pile tip relative to the weight of the pile, and
discuss whether or not the commonly used assumption about the total vertical stress at the
pile tip is a good one for this particular problem. In order to calculate the weight of the pile,
please use a unit weight for steel of 490 pcf.
Transcribed Image Text:1. Calculate the ultimate load carrying capacity of the pile tip driven into the soil profile shown below: G.W.T. 45' Qapp Soft Clay: Ysat 100 pcf Cu 500 psf, ou = 0° 平 12' Soil Plug Driven Steel Pipe Pile: Outside Diameter = 2' Inside Diameter = 1'11" Hollow (soil plugged) Note: Pile & soil profile are not drawn to scale Qp = ? Please perform the tip capacity calculation two ways: For the first approach, assume that the total vertical stress at the pile tip is balanced by the weight of the pile. For the second approach, assume that the total vertical stress at the pile tip is not balanced by the weight of the pile (which means you need to include the vertical total stress term). Please compare your answers from these two analyses, examine some of your intermediate-stage calculation results such as the total overburden stress at the pile tip relative to the weight of the pile, and discuss whether or not the commonly used assumption about the total vertical stress at the pile tip is a good one for this particular problem. In order to calculate the weight of the pile, please use a unit weight for steel of 490 pcf.
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