The Brinch Hansen spreadsheet is set up to calculate lateral resistance of short rigid piles, for free head condition. The method is based on earth pressure thory for c-phi soils. It consists of determining the centre of rotation by taking moment of all forces about the point of load application and equating it to zero.
The spreadsheet uses Brinch Hansen's coefficients Kq and Kc to calculate the capacity. For intermediate values of Phi and z/B values, the spreadsheet does a two dimensional interpolation to calculate Kq and Kc values.
"Notes" worksheet covers the assumptions and limitations of the spreadsheet. The spreadsheet also calculates the maximum deflection of pile under maximum lateral load. This sheet can be used as a quick check for lateral resistance and ofcourse, almost in all cases pile design is governed by pile deflection.
The spreadsheet uses Brinch Hansen's coefficients Kq and Kc to calculate the capacity. For intermediate values of Phi and z/B values, the spreadsheet does a two dimensional interpolation to calculate Kq and Kc values.
"Notes" worksheet covers the assumptions and limitations of the spreadsheet. The spreadsheet also calculates the maximum deflection of pile under maximum lateral load. This sheet can be used as a quick check for lateral resistance and ofcourse, almost in all cases pile design is governed by pile deflection.
The spreadsheet uses MS Excel Add-In "Solver" to calculate the location of virtual point of rotation (instead of using trial and error method).s
No comments:
Post a Comment