Bearing Capacity of an Eccentrically and Obliquely Loaded Strip Foundation on a Weightless Cohesive Bed |
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Authors: | Fedorovskii V. G. |
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Affiliation: | (1) Scientific-Research Institute of Foundations and Underground Structures, Russia |
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Abstract: | Exact solutions are given for the problem of the bearing capacity of the weightless cohesive bed of a strip foundation for two cases: one- and two-sided overflow. The effect of the incline and eccentricity of the load is analyzed, and assumptions relating to consideration of these factors are formulated on the basis of these solutions. |
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Keywords: | bearing capacity strip foundation |
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