Deterministic and Probabilistic Approaches in the Analysis of the Bearing Capacity of a Bridge Foundation on Undrained Clay Soil
This study aims at evaluating deterministic and probabilistic approaches for an analysis of the bearing capacity of a highway bridge foundation on undrained clay soil. The analysis of a rectangular concrete footing was presented for the ultimate strength limit state of the bearing resistance accordi...
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| Format: | Article |
| Language: | English |
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Sciendo
2019-06-01
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| Series: | Slovak Journal of Civil Engineering |
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| Online Access: | http://www.degruyter.com/view/j/sjce.2019.27.issue-2/sjce-2019-0015/sjce-2019-0015.xml?format=INT |