抄録
Graphical results are presented for load taken by piles, maximum displacement and differential displacement, and maximum positive and negative bending moments, due to uniformly distributed loading applied to a smooth strip footing which is supported by piles and a very deep homogeneous isotropic elastic foundation.The results presented are for piles whose length/diameter ratio is 50, footings whose width is 5 pile diameters and an incompressible foundation. Corrections for other pile length/diameter ratios, other footing widths and soil Poisson's ratio of zero, are discussed.
