Strip Footings with Concentrated Loads on Deep Elastic Foundations,

摘要

Graphical results are presented for reaction,bending moment and displacement distributions,due to concentrated loads applied to smooth strip footings having a wide range of flexibility,which rest on a very deep homogeneous isotropic elastic foundation. Methods of interpolation between the graphs presented are discussed. The results given are for length/breadth of ten and a transversely flexible footing. Corrections to be applied for other aspect ratios and greater transverse stiffness are also discussed. (Author)