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## Pile Capacity Calculation This location is for Registered Users Only.Perhaps you need to login or register.

Description:
Calculation Preview

Details:
Soil Details
Unit weight of soil (gamma)
For undrained soils use phi' = 0
Angle of friction (phi')
Adhesion Factor
Angle of friction between pile and soil
Depth to Water Table

Pile Details
■=Square, ●=Circular
Diameter of pile
Depth to base of pile
Applied load - includes weight of pile

Pile Capacity
Bearing Capacity Factors
Overburden stress
Base Bearing Capacity
Shaft skin friction

Results
Vertical Load
Base Resistance
Shaft Resistance
Total ultimate resistance
Allowable Load
Overall factor of safety

Calculation Reference
Pile design
Geotecnics
Pile Design and Construction Practice

Submitted By:
Turan Babacan (BABACAN)
Submitted On:
16 Dec 2011
File Size:
21.86 Kb
Downloads:
422
File Version:
1.0
File Author:
Turan Babacan
Rating:
Total Votes:12
Comments: 7
JohnDoyle[Admin] 1 year ago
I don't have an answer to your first question but we do offer some [url=/frequently-asked-questions/excelcalcs-faqs/trouble-with-units?/]advice regarding Units[/url].
hendrikjs 1 year ago
I am new to this site. I am looking for help in applying the skin friction on a pile to resist wind uplift. I also work in the US so nin-metric would be prefered.
Thanks
muhamadyusa 2 years ago
many thanks
hades3 5 years ago
Thanks
BABACAN 7 years ago
You're right. I fixed it and uploaded a corrected file.
JohnDoyle[Admin] 7 years ago
I just noticed that cell BH4 says 'Not a valid pile type'. Looking at the formula it seems an easy one to fix.
JohnDoyle[Admin] 7 years ago
Once again a very cleverly executed spreadsheet Turan. I particularly like how your hyperlinked cells are formated to make then look like buttons.

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