Bearing capacity of shallow footing, sand over clay
- 1 February 1983
- journal article
- Published by Canadian Science Publishing in Canadian Geotechnical Journal
- Vol. 20 (1) , 182-185
- https://doi.org/10.1139/t83-018
Abstract
Measured results of full-scale and model bearing capacity tests are compared with predictions from projected area methods and with a more rigorous method developed by Hanna. The results of the comparisons for these 27 cases support the procedure developed by Hanna. The ratio of predicted to observed bearing capacity was 0.99, and the standard deviation was 0.23.Keywords
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