Foundation capacity rating in karst area conditions
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 oper...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
EDP Sciences
2023-01-01
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| Series: | E3S Web of Conferences |
| Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/08/e3sconf_afe2023_02058.pdf |
| _version_ | 1827996241200414720 |
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| author | Kirpichnikova Varvara Egereva Elvira |
| author_facet | Kirpichnikova Varvara Egereva Elvira |
| author_sort | Kirpichnikova Varvara |
| collection | DOAJ |
| description | 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. |
| first_indexed | 2024-04-10T05:09:17Z |
| format | Article |
| id | doaj.art-4571149512c84285a009396df8817eca |
| institution | Directory Open Access Journal |
| issn | 2267-1242 |
| language | English |
| last_indexed | 2024-04-10T05:09:17Z |
| publishDate | 2023-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | E3S Web of Conferences |
| spelling | doaj.art-4571149512c84285a009396df8817eca2023-03-09T11:17:21ZengEDP SciencesE3S Web of Conferences2267-12422023-01-013710205810.1051/e3sconf/202337102058e3sconf_afe2023_02058Foundation capacity rating in karst area conditionsKirpichnikova Varvara0Egereva Elvira1Moscow State University of Civil EngineeringMoscow State University of Civil EngineeringThe 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.https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/08/e3sconf_afe2023_02058.pdf |
| spellingShingle | Kirpichnikova Varvara Egereva Elvira Foundation capacity rating in karst area conditions E3S Web of Conferences |
| title | Foundation capacity rating in karst area conditions |
| title_full | Foundation capacity rating in karst area conditions |
| title_fullStr | Foundation capacity rating in karst area conditions |
| title_full_unstemmed | Foundation capacity rating in karst area conditions |
| title_short | Foundation capacity rating in karst area conditions |
| title_sort | foundation capacity rating in karst area conditions |
| url | https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/08/e3sconf_afe2023_02058.pdf |
| work_keys_str_mv | AT kirpichnikovavarvara foundationcapacityratinginkarstareaconditions AT egerevaelvira foundationcapacityratinginkarstareaconditions |