Instytut Budownictwa Wodnego
Polskiej Akademii Nauk

Essay #9126 details

ATTRIBUTEVALUE
typeK
database id9126
titleRandom field model of foundations at the example of continuous footing
authorsŻyliński1, Korzec A.2, Winkelmann K.1, Górski J.1
affiliations
pages020052-1 — 020052-11
DOI10.1063/5.0007811
full text linkhttps://aip.scitation.org/doi/pdf/10.1063/5.0007811
abstractsThe purpose of the paper is to indicate an efficient method of analysis foundation settlement 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.
attributes [reviewed] [scientific]
languageen
points20
PART OF
typeZ
database id9121
title4th Polish Congress of Mechanics and the 23rd International Conference on Computer Methods in Mechanics
year2019
conference4th Polish Congress of Mechanics and 23rd International Conference on Computer Methods in Mechanics, September 8-12, 2019, Kraków, Poland [id=569]
seriesAIP Conference Proceedings
issueVolume 2239

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