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Laterally Loaded Pile (Constant Subgrade Reaction)
d = m a = Pile and Soil L = kh = m MPa MPa/m f'c =
Poulos H. G., and Davis E. H., Pile Foundation Analysis and Design. John Wiley and Sons, new York. Reference:Laterally Loaded Pile (Constant Subgrade Reaction)Assumption:The subgrade reaction in horizontal direction is constant with depthThe Winkler Soil Model
no. of pointsScale =
Max. Results mm radian q = r = M = V = kN.m kN
Review Report
Loading at the Top of Pile H = M0 = kN kN.m