Abstract
An attempt is made to refine an engineering method of determining the limiting pressure on sandy beds of shallow foundations. Additional factors affecting P u have been accounted for sufficiently correctly and successfully, and included in the same algorithm, presenting the computational results in a form that is convenient and customary for practical utilization. First results of comparison between computed and experimental p u values suggest their rather good correspondence.
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Bellendir, E.N., Sheinkman, D.R. Accounting for Additional Factors Affecting the Bearing Capacity of Sandy Beds Supporting Centrally Loaded Shallow Foundations. Soil Mechanics and Foundation Engineering 41, 37–44 (2004). https://doi.org/10.1023/B:SMAF.0000030891.01069.de
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DOI: https://doi.org/10.1023/B:SMAF.0000030891.01069.de