Analysis of the tschebotarioff effect in precast piles driven in soft soils in Florianópolis
Autor(a) principal: | |
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Data de Publicação: | 2022 |
Outros Autores: | , , |
Tipo de documento: | Artigo |
Idioma: | por |
Título da fonte: | Revista de Engenharia Química e Química |
Texto Completo: | https://periodicos.ufv.br/jcec/article/view/14826 |
Resumo: | The Tschebotarioff Effect in precast piles driven into soft soil is responsible for causing deformations and displacements in these. In this way, seeking to analyze the behavior of precast piles, a theoretical dimensioning of this effect was elaborated, from the Tschebotarioff method, applied to precast piles of different sections: 18x18cm, 23x23cm and 30x30cm, with vertical loads of: 300kN , 500kN and 900kN respectively, assuming their driving in a real soil profile, in the region of Florianópolis/SC. Then, the behavior between the three piles was compared and the consequences that the effect can have on the foundation structure were compared, such as the horizontal displacement (measured using the Ftool tool), or the consequences on the superstructure, supported by the foundation, which may lead to the collapse of the building. As a result, it was observed that piles with larger sections suffer less deformation by the Tschebotarioff Effect than piles with smaller sections. |
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Revista de Engenharia Química e Química |
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Analysis of the tschebotarioff effect in precast piles driven in soft soils in Florianópolis Análise do efeito tschebotarioff em estacas pré-moldadas cravadas em solos moles de FlorianópolisTschebotarioffPrecast stakeSoft soilTschebotarioffEstaca pré-moldadaSolo moleThe Tschebotarioff Effect in precast piles driven into soft soil is responsible for causing deformations and displacements in these. In this way, seeking to analyze the behavior of precast piles, a theoretical dimensioning of this effect was elaborated, from the Tschebotarioff method, applied to precast piles of different sections: 18x18cm, 23x23cm and 30x30cm, with vertical loads of: 300kN , 500kN and 900kN respectively, assuming their driving in a real soil profile, in the region of Florianópolis/SC. Then, the behavior between the three piles was compared and the consequences that the effect can have on the foundation structure were compared, such as the horizontal displacement (measured using the Ftool tool), or the consequences on the superstructure, supported by the foundation, which may lead to the collapse of the building. As a result, it was observed that piles with larger sections suffer less deformation by the Tschebotarioff Effect than piles with smaller sections.O Efeito Tschebotarioff em estacas pré-moldadas cravadas em solo mole é responsável por causar deformações e deslocamentos nestas. Desta forma, buscando analisar o comportamento das estacas pré-moldadas, foi elaborado um dimensionamento teórico deste efeito, a partir do método de Tschebotarioff, aplicado às estacas pré-moldadas de diferentes seções: 18x18cm, 23x23cm e 30x30cm, com cargas verticais de: 300kN, 500kN e 900kN respectivamente, supondo a cravação destas em um perfil de solo real, da região de Florianópolis/SC. A seguir, comparou-se o comportamento entre as três estacas e verificando as consequências que o efeito pode causar na estrutura de fundação, como o deslocamento horizontal (medido a partir da ferramenta Ftool), ou as consequências na superestrutura, sustentada pela fundação, podendo levar ao colapso da edificação. Como resultado, observou-se que estacas de seções maiores sofrem menos deformação pelo Efeito Tschebotarioff do que estacas de menores seções.Universidade Federal de Viçosa - UFV2022-11-03info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://periodicos.ufv.br/jcec/article/view/1482610.18540/jcecvl8iss8pp14826-01eThe Journal of Engineering and Exact Sciences; Vol. 8 No. 8 (2022); 14826-01eThe Journal of Engineering and Exact Sciences; Vol. 8 Núm. 8 (2022); 14826-01eThe Journal of Engineering and Exact Sciences; v. 8 n. 8 (2022); 14826-01e2527-1075reponame:Revista de Engenharia Química e Químicainstname:Universidade Federal de Viçosa (UFV)instacron:UFVporhttps://periodicos.ufv.br/jcec/article/view/14826/7561Copyright (c) 2022 The Journal of Engineering and Exact Scienceshttps://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccessRosa, Gustavo de Souza daSchlemper, Julia RosaSilva, Fábio Krueger daSchuch, Fernanda Simoni2022-11-08T19:41:15Zoai:ojs.periodicos.ufv.br:article/14826Revistahttp://www.seer.ufv.br/seer/rbeq2/index.php/req2/indexONGhttps://periodicos.ufv.br/jcec/oaijcec.journal@ufv.br||req2@ufv.br2446-94162446-9416opendoar:2022-11-08T19:41:15Revista de Engenharia Química e Química - Universidade Federal de Viçosa (UFV)false |
dc.title.none.fl_str_mv |
Analysis of the tschebotarioff effect in precast piles driven in soft soils in Florianópolis Análise do efeito tschebotarioff em estacas pré-moldadas cravadas em solos moles de Florianópolis |
title |
Analysis of the tschebotarioff effect in precast piles driven in soft soils in Florianópolis |
spellingShingle |
Analysis of the tschebotarioff effect in precast piles driven in soft soils in Florianópolis Rosa, Gustavo de Souza da Tschebotarioff Precast stake Soft soil Tschebotarioff Estaca pré-moldada Solo mole |
title_short |
Analysis of the tschebotarioff effect in precast piles driven in soft soils in Florianópolis |
title_full |
Analysis of the tschebotarioff effect in precast piles driven in soft soils in Florianópolis |
title_fullStr |
Analysis of the tschebotarioff effect in precast piles driven in soft soils in Florianópolis |
title_full_unstemmed |
Analysis of the tschebotarioff effect in precast piles driven in soft soils in Florianópolis |
title_sort |
Analysis of the tschebotarioff effect in precast piles driven in soft soils in Florianópolis |
author |
Rosa, Gustavo de Souza da |
author_facet |
Rosa, Gustavo de Souza da Schlemper, Julia Rosa Silva, Fábio Krueger da Schuch, Fernanda Simoni |
author_role |
author |
author2 |
Schlemper, Julia Rosa Silva, Fábio Krueger da Schuch, Fernanda Simoni |
author2_role |
author author author |
dc.contributor.author.fl_str_mv |
Rosa, Gustavo de Souza da Schlemper, Julia Rosa Silva, Fábio Krueger da Schuch, Fernanda Simoni |
dc.subject.por.fl_str_mv |
Tschebotarioff Precast stake Soft soil Tschebotarioff Estaca pré-moldada Solo mole |
topic |
Tschebotarioff Precast stake Soft soil Tschebotarioff Estaca pré-moldada Solo mole |
description |
The Tschebotarioff Effect in precast piles driven into soft soil is responsible for causing deformations and displacements in these. In this way, seeking to analyze the behavior of precast piles, a theoretical dimensioning of this effect was elaborated, from the Tschebotarioff method, applied to precast piles of different sections: 18x18cm, 23x23cm and 30x30cm, with vertical loads of: 300kN , 500kN and 900kN respectively, assuming their driving in a real soil profile, in the region of Florianópolis/SC. Then, the behavior between the three piles was compared and the consequences that the effect can have on the foundation structure were compared, such as the horizontal displacement (measured using the Ftool tool), or the consequences on the superstructure, supported by the foundation, which may lead to the collapse of the building. As a result, it was observed that piles with larger sections suffer less deformation by the Tschebotarioff Effect than piles with smaller sections. |
publishDate |
2022 |
dc.date.none.fl_str_mv |
2022-11-03 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://periodicos.ufv.br/jcec/article/view/14826 10.18540/jcecvl8iss8pp14826-01e |
url |
https://periodicos.ufv.br/jcec/article/view/14826 |
identifier_str_mv |
10.18540/jcecvl8iss8pp14826-01e |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.relation.none.fl_str_mv |
https://periodicos.ufv.br/jcec/article/view/14826/7561 |
dc.rights.driver.fl_str_mv |
Copyright (c) 2022 The Journal of Engineering and Exact Sciences https://creativecommons.org/licenses/by/4.0 info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
Copyright (c) 2022 The Journal of Engineering and Exact Sciences https://creativecommons.org/licenses/by/4.0 |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Universidade Federal de Viçosa - UFV |
publisher.none.fl_str_mv |
Universidade Federal de Viçosa - UFV |
dc.source.none.fl_str_mv |
The Journal of Engineering and Exact Sciences; Vol. 8 No. 8 (2022); 14826-01e The Journal of Engineering and Exact Sciences; Vol. 8 Núm. 8 (2022); 14826-01e The Journal of Engineering and Exact Sciences; v. 8 n. 8 (2022); 14826-01e 2527-1075 reponame:Revista de Engenharia Química e Química instname:Universidade Federal de Viçosa (UFV) instacron:UFV |
instname_str |
Universidade Federal de Viçosa (UFV) |
instacron_str |
UFV |
institution |
UFV |
reponame_str |
Revista de Engenharia Química e Química |
collection |
Revista de Engenharia Química e Química |
repository.name.fl_str_mv |
Revista de Engenharia Química e Química - Universidade Federal de Viçosa (UFV) |
repository.mail.fl_str_mv |
jcec.journal@ufv.br||req2@ufv.br |
_version_ |
1800211190719184896 |