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Abstract
The purpose of the paper is to indicate an efficient method of foundation settlement analysis taking into account the variability of soil properties. The impact of the random variable distribution (Gauss or Lognormal) describing soil stiffness on foundation deposits was assessed. The Monte Carlo simulation method was applied in the computations. The settlements of the strip foundation with the subsoil described by a single random variable and a random field were compared.
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Authors (4)
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Aleksandra Korzec dr inż.
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- Copyright (2020 Author(s))
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- Category:
- Articles
- Type:
- artykuły w czasopismach
- Published in:
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AIP Conference Proceedings
no. 2239,
ISSN: 0094-243X - Language:
- English
- Publication year:
- 2020
- Bibliographic description:
- Żyliński K., Korzec A., Winkelmann K., Górski J.: Random field model of foundations at the example of continuous footing// AIP Conference Proceedings -Vol. 2239,iss. 1 (2020), s.020052-
- DOI:
- Digital Object Identifier (open in new tab) 10.1063/5.0007811
- Verified by:
- Gdańsk University of Technology
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