Stresses at Different Depths below Loaded Areaaby N. S. V. Kameswara Rao, Lectuer; Dept. of Civ. Engrg., I.I.T., Kanpur, U.P., India,
M. R. Madhav, Lectuer; Dept. of Civ. Engrg., I.I.T., Kanpur, U.P., India,
Serial Information: Journal of the Soil Mechanics and Foundations Division, 1970, Vol. 96, Issue 2, Pg. 779-782
Document Type: Journal Paper
In foundation analysis it is often necessary to calculate the stresses at different depths below a loaded area, such as in settlement computations of foundations on layered compressible media. Herein graphs are presented which facilitate the calculation of pressures at different depths from a single operation. These can be used for influence charts obtained from both Boussinesq's and Westergaard's solution.
Subject Headings: Load factors | Foundation settlement | Stress analysis | Computing in civil engineering | Boussinesq equations | Compression | Layered systems
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