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- W602773625 abstract "This article reports that practicing engineers using a Boussinesq equation as a conservative means of estimating settlement via a point-load approach are underestimating settlement as much as 25 percent. The present paper uses a model to integrate the influence of the uniformly distributed pressure on the settlement of other footings. When the load of the footings is considered uniformly distributed on the soil, its influence on the pressure under the adjacent footings is greater than if it is considered as a concentrated load at the center of the footing. The author states that considering the load of the footing as a concentrated load is neither conservative nor representative of the actual uniformly distributed load. Parameters and limits of integration are derived for the author's model and then used in a practical example." @default.
- W602773625 created "2016-06-24" @default.
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- W602773625 date "1994-11-01" @default.
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- W602773625 title "FOUNDATION UNIFORM PRESSURE AND SOIL-STRUCTURE INTERACTION. TECHNICAL NOTE" @default.
- W602773625 hasPublicationYear "1994" @default.
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