The Structural Engineer > Archive > Volume 33 (1955) > Issues > Issue 6 > The Bearing Capacity of Eccentrically Loaded Foundations on Sandy Soils
Name of File 2272-33-06.pdf cached at 24/06/2018 21:47:18 - with 7 pages. pdfPath: E:\k9.istructe.org\CMS\webtest\files\6b\6b8abb62-fb96-48ca-9b38-a8ff622a3c67.pdf. thumbPath: E:\k9.istructe.org\CMS\webtest\files\pdfthumbs\6b8abb62-fb96-48ca-9b38-a8ff622a3c67_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: 6b8abb62-fb96-48ca-9b38-a8ff622a3c67_1.png

Members/subscribers must be logged in to view this article

The Bearing Capacity of Eccentrically Loaded Foundations on Sandy Soils

IN the past it has been usual when designing eccentrically loaded footings to assume that the pressure distribution across the base of the footing would be linear and that the maximum value of the pressure must be limited to that permissible under a centrally loaded footing. W. Eastwood

Author(s): Eastwood, W

Keywords: sand;foundations;eccentric loads