The Structural Engineer > Archive > Volume 11 (1933) > Issues > Issue 3 > Pressure Distribution under Bases and Stability of Foundations
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Pressure Distribution under Bases and Stability of Foundations

In most calculations of foundations and bases it has been assumed that the pressure under the foundation has been uniform in the case of concentric bases or has varied uniformly in the case of bases eccentrically loaded, and the bending moments on bases have been arrived at on this assumption. Oscar Faber

Author(s): Faber, Oscar

Keywords: foundations;loads;stability;clay;rankine;bell;sand;load tests