Socket Pile Analysis And Design
Description
ANALYSIS AND DESIGN OF DRILLED SHAFT FOUNDATIONS SOCKETED INTO ROCK.
The following parameters can be set to evaulate this problem:
Concrete Young's Modulus, Soil Height, Axial Load, Atmospheric Pressure, Side Shear Resistance, Foctor Saffety, Maximum Axial Load, Pile Diameter, Socket Depth, Concrete Poisson Ratio, Rock Young's Modulus, Stiffness Parameters and Elastic Stiffness Equation.
Calculation Reference
Socket Pile Analysis And Design
ANALYSIS AND DESIGN OF DRILLED SHAFT FOUNDATIONS
Geotechnics
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Submitted On:
04 Feb 2020
File Size:
84.00 Kb
Downloads:
209
File Version:
1.0
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Comments: 4
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jderugeris2
4 years ago
same as afb above
![avatar JohnDoyle[Admin]](/media/com_osmembership/avatars/62_56e81868b9b33.png){kind=small}
JohnDoyle[Admin]
4 years ago
The description says that the XLC addin is required. So it needs to be installed.
afb5860@gmail.com
4 years ago
Downloaded spread sheet getting the following errors, please advise:?max = 8.91 kip/ft2 #NAME? Side Shear ResistanceFS = 2.5 Foctor SaffetyQmax = 250.0 kip/ft2 #NAME? Maximum Axial Load B = 1.5 ft Pile DiameterD = #NAME? ft #NAME? Socket Depth ?r = 0.25 Concrete Poisson RatioEr = 2000.0 kip/ft2 Rock Young's Modulusn = #NAME? #NAME? H = #NAME? ft #NAME? #NAME?Wp = #NAME? kip
JohnDoyle[Admin]
8 years ago
How did you make those lovely equations? Well done Turan. Who says old dogs can't learn new tricks?