Search
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.
Citations
-
3
CrossRef
-
0
Web of Science
-
2
Scopus
Authors (4)
-
Aleksandra Korzec dr inż.
Cite as
Full text
download paper
downloaded 71 times
- Publication version
- Accepted or Published Version
- License
- Copyright (2020 Author(s))
Keywords
Details
- Category:
- Articles
- Type:
- artykuły w czasopismach
- Published in:
-
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
seen 142 times
Recommended for you
Effectiveness of Random Field Approach in Serviceability Limit State Analysis of Strip Foundation
- K. Winkelmann,
- K. Żyliński,
- A. Korzec
- + 1 authors
2022