<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>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.</p>
</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.

Assessment of the Probability of Exceeding the Limiting Deformations of a Building Foundation

Dept. of Geotechnics, Underground Structures and Hydrotechnical Construction

O. M. Beketov National University of Urban Economy in Kharkiv

Slovak Journal of Civil Engineering

This work is licensed under the Creative Commons Attribution 4.0 International License.

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...

Assessment of the Probability of Exceeding the Limiting Deformations of a Building Foundation

Pubblicato online: 28 set 2023

Pagine: 34 - 42

DOI: https://doi.org/10.2478/sjce-2023-0018

Parole chiave
Settlements, “Building – base” system, Monte Carlo method, Reliability, Probability

© 2023 Oksana Kichaieva et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Assessment of the Probability of Exceeding the Limiting Deformations of a Building Foundation

Pubblicato online: 28 set 2023

Pagine: 34 - 42

DOI: https://doi.org/10.2478/sjce-2023-0018

Parole chiaveSettlements, “Building – base” system, Monte Carlo method, Reliability, Probability

© 2023 Oksana Kichaieva et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Parole chiave
Settlements, “Building – base” system, Monte Carlo method, Reliability, Probability