An Analysis of Effect of Eccentricity on Design of Isolated Footings
Abstract
Full Text:
PDFReferences
T. Brendum, Nielsen. Concrete sections under biaxial bending, J Struct Eng. 1987, No 10.
G. Davies, B. Mayfield. Choosing plan dimension for an eccentrically loaded footing slab, Am Concr Inst J. 1972; 69(5).
G. Gurfinkel. Analysis of footing subjected to biaxial bending, J Struct Div Proc Am Soc Civil Eng. 1970; 96, ST6.
W.H. Higleter, J.C. Anders. Dimensioning of footings subjected to eccentric loads, J Geotech Eng. 1985; III(5).
A. Holmberg. Discussion on dimensioning footings subjected to eccentric loads, J Geotech Eng. 1987; 14.
R. Irles, F. Irles. ‘Explicit stresses under rectangular footings, J Geotech Eng. 1994; 120(2).
R. Jarquio, V. Jarquio. Design of footing area with biaxial bending, J Geotech Eng. 109(10).
U. Ersoy. Reinforced Concrete Floors and Foundations. Evrim Publishing House, Ankara, 1995 (In Turkish).
V.S. Plevkov, A.I. Polishchuk. Assigning dimensions of the footing of eccentrically loaded foundations, J Soil Mech Found Eng. 1993; 30(05).
J.P. Smith, Pardo, A. Bobet. Behavior of rigid footings on gravel under axial load and moment, J Geotech Geoenviron Eng. 2007; 133(10).
DOI: https://doi.org/10.37628/ijce.v4i1.334
Refbacks
- There are currently no refbacks.