| Issue |
E3S Web Conf.
Volume 371, 2023
International Scientific Conference “Fundamental and Applied Scientific Research in the Development of Agriculture in the Far East” (AFE-2022)
|
|
|---|---|---|
| Article Number | 02058 | |
| Number of page(s) | 10 | |
| Section | Innovations in Energy Efficiency for Buildings and Structures | |
| DOI | https://doi.org/10.1051/e3sconf/202337102058 | |
| Published online | 28 February 2023 | |
Foundation capacity rating in karst area conditions
Moscow State University of Civil Engineering, Yaroslavskoe shosse, 26, 129337 Moscow, Russia
* Corresponding author: varya.kirpichnikova@list.ru
The article provides a calculation on the influence of the formation of a karst hole, or sinkhole, beneath the monolithic foundation slab of the building. It follows from the calculation, that monolithic reinforced concrete structures are capable of bearing the load action and ensuring the safe operation of the structure in conditions of the eventual formation of a designed karst funnel. Calculation of the foundation of the building under consideration for an emergency event of a soil caving with a diameter of 3 m and a depth of 10 m, demonstrated, that displacements, greater in value than the original ones, do not occur as a result of the redistribution of forces during normal operation of the building structure.
© The Authors, published by EDP Sciences, 2023
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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