Thin-walled shell foundations

The article presents a study of the interaction of strip foundations of multistorey apartment houses united by flat cylindrical shells with a ground base. The foundation of a 17-storey residential building has been taken as an example. The ground base consists of strong upper and highly compressible...

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Main Authors: Pronozin Yakov, Maltseva Tatyana, Poroshin Oleg, Medvedeva Anna
Format: Article
Language:English
Published: EDP Sciences 2019-01-01
Series:MATEC Web of Conferences
Online Access:https://www.matec-conferences.org/articles/matecconf/pdf/2019/14/matecconf_gccets2018_05032.pdf
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author Pronozin Yakov
Maltseva Tatyana
Poroshin Oleg
Medvedeva Anna
author_facet Pronozin Yakov
Maltseva Tatyana
Poroshin Oleg
Medvedeva Anna
author_sort Pronozin Yakov
collection DOAJ
description The article presents a study of the interaction of strip foundations of multistorey apartment houses united by flat cylindrical shells with a ground base. The foundation of a 17-storey residential building has been taken as an example. The ground base consists of strong upper and highly compressible underlying layers. The use of traditional foundations under the specified conditions is hardly possible. The calculation scheme of the building and the stages of the ground foundation work are represented. Also, the researchers share the results of geotechnical monitoring in the construction process including observations of settlings at 25 points with an accuracy of 0.1 mm and measurement of layer-by-layer deformations of the ground base under the building to a depth of 10 meters from the surface. The diagrams demonstrate the actual settlement of the building with increasing load and layer-by-layer deformations of the ground base in depth are presented.
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spelling doaj.art-59e78115cf2e4e9fa470fc576d81c3312022-12-21T22:30:19ZengEDP SciencesMATEC Web of Conferences2261-236X2019-01-012650503210.1051/matecconf/201926505032matecconf_gccets2018_05032Thin-walled shell foundationsPronozin Yakov0Maltseva TatyanaPoroshin Oleg1Medvedeva Anna2Industrial University of TyumenIndustrial University of TyumenIndustrial University of TyumenThe article presents a study of the interaction of strip foundations of multistorey apartment houses united by flat cylindrical shells with a ground base. The foundation of a 17-storey residential building has been taken as an example. The ground base consists of strong upper and highly compressible underlying layers. The use of traditional foundations under the specified conditions is hardly possible. The calculation scheme of the building and the stages of the ground foundation work are represented. Also, the researchers share the results of geotechnical monitoring in the construction process including observations of settlings at 25 points with an accuracy of 0.1 mm and measurement of layer-by-layer deformations of the ground base under the building to a depth of 10 meters from the surface. The diagrams demonstrate the actual settlement of the building with increasing load and layer-by-layer deformations of the ground base in depth are presented.https://www.matec-conferences.org/articles/matecconf/pdf/2019/14/matecconf_gccets2018_05032.pdf
spellingShingle Pronozin Yakov
Maltseva Tatyana
Poroshin Oleg
Medvedeva Anna
Thin-walled shell foundations
MATEC Web of Conferences
title Thin-walled shell foundations
title_full Thin-walled shell foundations
title_fullStr Thin-walled shell foundations
title_full_unstemmed Thin-walled shell foundations
title_short Thin-walled shell foundations
title_sort thin walled shell foundations
url https://www.matec-conferences.org/articles/matecconf/pdf/2019/14/matecconf_gccets2018_05032.pdf
work_keys_str_mv AT pronozinyakov thinwalledshellfoundations
AT maltsevatatyana thinwalledshellfoundations
AT poroshinoleg thinwalledshellfoundations
AT medvedevaanna thinwalledshellfoundations