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Pile Capacity Calculation
 
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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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