Polecat
Structural
- Jul 7, 2000
- 132
Does anyone know of an equation(s) to use for determining the ground surface deflection of a pile that is laterally loaded?
I know of M.T. Davisson's work from 1963, but are there any others that I could use for comparison?
I know of M.T. Davisson's work from 1963, but are there any others that I could use for comparison?