Title: Reliability analysis for vertical bearing capacity of shallow foundations
Abstract: Based on the plate-bearing test on various foundation soils, the ultimate bearing capacities of shallow foundations are calculated from Terzaghi's theory, Hnasen's theory, and Vesic's theory. The uncertainties related to the methods of analysis, soil properties, and the calculated ultimate bearing capacities Puj are analyzed in this paper. In the light of the above results, the reliability indexes βof bear- ing capacities of different sub-soils are obtained. The.partial coefficiens of the bearing capacity of various sub-soils are calculated in com- bination with the loading standard and the partial coefficient of the upper structure.
Publication Year: 2000
Publication Date: 2000-01-01
Language: en
Type: article
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Cited By Count: 2
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