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W2399698327 abstract "Estimation of the bearing capacity of a shallow footing subjected to both inclined and eccentric loads is usually based on well-known limit-equilibrium solutions which apply linear superposition to a problem that is highly non-linear. This paper concerns an alternative approach using “interaction diagrams” to relate the different loading components at failure. Such curves define a region inside which all allowable load combinations must lie. They can be obtained experimentally as the failure envelope of a series of load tests. A comprehensive experimental programme, using a new three-dimensional, small-scale physical model, has been carried out at the University of Padua to determine the form of such diagrams for a very dense sand. The experimental rig as well as the test programme—in which the loading path was the only variable parameter—is briefly described. Failure conditions in all three loading component planes are analysed and very simple expressions are found to interpret the experimental data in an acceptable way. In the H-M/B plane, where the sign of the eccentricity is important in relation to the direction of the horizontal load, a new, interesting geometrical form of failure envelope has been revealed. All the planar interaction diagrams investigated appear to be load-path independent and therefore provide a rational way of studying the load capacity of such footings." @default.
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W2399698327 date "1993-09-01" @default.
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W2399698327 title "On the Bearing Capacity of Surface Footings on Sand Under General Planar Loads" @default.
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W2399698327 doi "https://doi.org/10.3208/sandf1972.33.3_68" @default.
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