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Evaluation of shallow foundation bearing capacity in the case of a two-layered soil and spatial variability in soil strength parameters
In this study, a probabilistic approach for evaluating the bearing capacity of surface footings is discussed. The evaluation is based on a kinematic approach. The considered substrate consists of two different layers of soil: a top layer formed of medium or dense sand followed by a layer of soft cla...
| Autores principales: | , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
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Public Library of Science
2020
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| Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7190148/ https://www.ncbi.nlm.nih.gov/pubmed/32348332 http://dx.doi.org/10.1371/journal.pone.0231992 |