rlewistx
Structural
- Jun 21, 2003
- 98
I am designing a foundation for a 130,000 lb compressor with dynamic loads. The foot print of the equipment is over a 30X40 ft. area. It will have a separate mat foundation below it.
I have done some research and it appears to me a dynamic load such as this requires a special analysis to calculate the deflections based on the dynamics. I found several references on this, one in particular by Bowles in the 5th ed., chapter 20. He has a program to calculate the vertical, horizontal and rocking deflections due to the machine dynamics. Is the method he describes in his book what is commonly used in practice today? Is there an easier way to do this?
Bowles method requires the dynamic shear modulus. Are there some tables with typical values for clay soil other than what he has in his text? Bowles uses primarily metric in this chapter and doesn't have an equation for English dynamic modulus.
I would appreciate any suggestion I can get for foundation design of dynamic equipment loads.
I have done some research and it appears to me a dynamic load such as this requires a special analysis to calculate the deflections based on the dynamics. I found several references on this, one in particular by Bowles in the 5th ed., chapter 20. He has a program to calculate the vertical, horizontal and rocking deflections due to the machine dynamics. Is the method he describes in his book what is commonly used in practice today? Is there an easier way to do this?
Bowles method requires the dynamic shear modulus. Are there some tables with typical values for clay soil other than what he has in his text? Bowles uses primarily metric in this chapter and doesn't have an equation for English dynamic modulus.
I would appreciate any suggestion I can get for foundation design of dynamic equipment loads.