Geotechical support for building construction with changed design considerations of the superstructure

Geotechical support for building construction with changed design considerations of the superstructure

The paper presents a system for the safe construction assessment of a building and its structures with a developed substructure and with a crucially changed superstructure at the late stage of construction under the conditions of the completed substructure at the early stage of construction. The mai...

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Main Authors: Kiselev Nikita, Melnikov Roman, Stepanov Maxim, Korolev Konstantin, Karaulov Alexandr, Tsernant Alexandr
Format: Article
Language:English
Published: EDP Sciences 2020-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/24/e3sconf_tpacee2020_08001.pdf
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spelling doaj-d4bef31bc4374fd8b3698cf8e9b470622021-04-02T14:24:02ZengEDP SciencesE3S Web of Conferences2267-12422020-01-011640800110.1051/e3sconf/202016408001e3sconf_tpacee2020_08001Geotechical support for building construction with changed design considerations of the superstructureKiselev Nikita0Melnikov Roman1Stepanov Maxim2Korolev Konstantin3Karaulov Alexandr4Tsernant Alexandr5Geotechnical Department, Tyumen Industrial UniversityGeotechnical Department, Tyumen Industrial UniversityGeotechnical Department, Tyumen Industrial UniversitySiberian state University of RailwaysSiberian state University of RailwaysResearch Institute of transport constructionThe paper presents a system for the safe construction assessment of a building and its structures with a developed substructure and with a crucially changed superstructure at the late stage of construction under the conditions of the completed substructure at the early stage of construction. The main specific feature of above-mentioned construction is to ensure the continuity of the superstructure erection in case of the high increased loads on the foundation (mainly on the foundation slab) until it is strengthened. All values of the settlements and deformations of the building were find by using the verified program “STARK ES” and due to the results of the geotechnical monitoring. The paper proposes a verification system for acquired data proceeding to the monitoring and calculated values of settlements and deformations of the foundation slab which ensure the operational safety using the convenient "traffic light" method and the instructions for its successful use.https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/24/e3sconf_tpacee2020_08001.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Kiselev Nikita
Melnikov Roman
Stepanov Maxim
Korolev Konstantin
Karaulov Alexandr
Tsernant Alexandr
spellingShingle Kiselev Nikita
Melnikov Roman
Stepanov Maxim
Korolev Konstantin
Karaulov Alexandr
Tsernant Alexandr
Geotechical support for building construction with changed design considerations of the superstructure
E3S Web of Conferences
author_facet Kiselev Nikita
Melnikov Roman
Stepanov Maxim
Korolev Konstantin
Karaulov Alexandr
Tsernant Alexandr
author_sort Kiselev Nikita
title Geotechical support for building construction with changed design considerations of the superstructure
title_short Geotechical support for building construction with changed design considerations of the superstructure
title_full Geotechical support for building construction with changed design considerations of the superstructure
title_fullStr Geotechical support for building construction with changed design considerations of the superstructure
title_full_unstemmed Geotechical support for building construction with changed design considerations of the superstructure
title_sort geotechical support for building construction with changed design considerations of the superstructure
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2020-01-01
description The paper presents a system for the safe construction assessment of a building and its structures with a developed substructure and with a crucially changed superstructure at the late stage of construction under the conditions of the completed substructure at the early stage of construction. The main specific feature of above-mentioned construction is to ensure the continuity of the superstructure erection in case of the high increased loads on the foundation (mainly on the foundation slab) until it is strengthened. All values of the settlements and deformations of the building were find by using the verified program “STARK ES” and due to the results of the geotechnical monitoring. The paper proposes a verification system for acquired data proceeding to the monitoring and calculated values of settlements and deformations of the foundation slab which ensure the operational safety using the convenient "traffic light" method and the instructions for its successful use.
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/24/e3sconf_tpacee2020_08001.pdf
work_keys_str_mv AT kiselevnikita geotechicalsupportforbuildingconstructionwithchangeddesignconsiderationsofthesuperstructure
AT melnikovroman geotechicalsupportforbuildingconstructionwithchangeddesignconsiderationsofthesuperstructure
AT stepanovmaxim geotechicalsupportforbuildingconstructionwithchangeddesignconsiderationsofthesuperstructure
AT korolevkonstantin geotechicalsupportforbuildingconstructionwithchangeddesignconsiderationsofthesuperstructure
AT karaulovalexandr geotechicalsupportforbuildingconstructionwithchangeddesignconsiderationsofthesuperstructure
AT tsernantalexandr geotechicalsupportforbuildingconstructionwithchangeddesignconsiderationsofthesuperstructure
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