<div class="csl-bib-body">
<div class="csl-entry">Kichaieva, O., & Adam, D. (2023). Assessment of the probability of exceeding the limiting deformations of a building foundation. <i>Slovak Journal of Civil Engineering</i>, <i>31</i>(3), 34–42. https://doi.org/10.2478/sjce-2023-0018</div>
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dc.identifier.issn
1210-3896
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dc.identifier.uri
http://hdl.handle.net/20.500.12708/189199
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dc.description.abstract
The level of ground settlement under the effect of certain factors is one of the markers indicating the adequacy of adopted design solutions. By comprehending settlement values, it is possible to infer the degree of risk associated with a project and, if necessary, introduce changes to the design. The concept of reliability management here manifests itself in the timely adjustment of the decisions made, while it is necessary to use the procedure of the quantitative assessment of the probability of the occurrence of a particular limit state. A qualitative assessment indicates only the limits of an area, which approximately characterizes the effects of changes in the geotechnical situation. In this article, a method for determining the probability of exceeding the limit deformation of a building-base massif using the Monte Carlo statistical method is developed, and an algorithm and computer program implementing the proposed calculation method are created.
en
dc.language.iso
en
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dc.publisher
Sciendo
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dc.relation.ispartof
Slovak Journal of Civil Engineering
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dc.rights.uri
http://creativecommons.org/licenses/by/4.0/
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dc.subject
settlements
en
dc.subject
“building – base” system
en
dc.subject
Monte Carlo method
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dc.subject
reliability
en
dc.subject
probability
en
dc.title
Assessment of the probability of exceeding the limiting deformations of a building foundation