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Bored Piles For The Analysis of Layered Soil.xlsx
 

This Excel calculation can be downloaded by ExcelCalcs subscribers.Please login or Subscribe.

Description:
Calculation Preview










Pile Details
  • Dimensions
  • Concrete
  • Steel

Loads
  • Exta loads
  • Soil loads

Soil Details
  • Layer 1
  • Layer 2
  • Layer 3
  • Layer 4

Forces Diagrams
  • Moment
  • Shear
  • Soil pressure
  • Axial

Deflections Diagrams
  • Horizontal
  • Vertical
  • Slope

Pile Lateral Capacity
  • Ultimate horizontal load capacity
  • Ultimate Moment capacity
  • Maximum pile head displacement

Pile Axial Capacity
  • Bearing Capacity Factors
  • Base Resistance
  • Shaft Resistance

Checks and Design
  • Shear Capacity
  • Mechanical reinforcement ratio
  • (m-n) interaction diagram


Solved using finite element methods

Related calculation for single layer.

Calculation Reference
Design of Concrete Piles
| Find on Amazon.com | Find on Amazon.co.uk | Find on Amazon.fr | Find on Amazon.de | Find on Amazon.ca |
Reinforced Concrete Design
| Find on Amazon.com | Find on Amazon.co.uk | Find on Amazon.fr | Find on Amazon.de | Find on Amazon.ca |
Civil Engineering Handbook
| Find on Amazon.com | Find on Amazon.co.uk | Find on Amazon.fr | Find on Amazon.de | Find on Amazon.ca |

Version History
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Submitted On:
25 Jul 2011
Submitted By:
BABACAN
File Date:
25 Jul 2011
File Author:
Turan Babacan
File Version:
1.3
File Size:
313.43 Kb
File Type:
xlsx
Downloads:
123
Rating:
stars/5.gifTotal Votes:5
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Comments  

 
#4 somkid 2012-02-14 09:30
thank
 
 
#3 BABACAN 2011-06-03 06:52
rdivito Thank you. problem is corrected.
ver 1.2
 
 
#2 rdivito 2011-06-03 04:59
Program yields zero response when all extra cap loads are removed but lateral earth and surcharge pressure remains.
 
 
#1 JohnDoyle 2011-05-16 12:32
Another Turkish delight from Turan! This calculation extends the functionality of a previous calculation to allow for 4 separate soil layers. Be aware that this file only works in Excel 2010 due to limitations of matrix functions in Excel 2003.
 

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