Investigation of Redistribution of Pile Foundation Forces Under Successive Loading of Its Elements
Redistribution of pile foundation forces under successive loading of its elements was investigated under laboratory conditions. A segment of pile foundation model was taken for use in the case study. Load tests on the pile foundation model segment, without joining its elements (pile and plate, which...
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Online Access: | https://doi.org/10.1515/ceer-2017-0055 |
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doaj-767ecff96abe4cacb25a68c35ed798ff2021-09-06T19:19:31ZengSciendoCivil and Environmental Engineering Reports2080-51872450-85942017-12-0127412112910.1515/ceer-2017-0055ceer-2017-0055Investigation of Redistribution of Pile Foundation Forces Under Successive Loading of Its ElementsSedin Vladimir0Bikus Kateryna1Kovba Vladislav2PSACEA, Foundation Engineering Department, Chernishevskogo st 24A, Dnipro, UkrainePSACEA, Foundation Engineering Department, Dnipro, UkrainePSACEA, Foundation Engineering Department, Dnipro, UkraineRedistribution of pile foundation forces under successive loading of its elements was investigated under laboratory conditions. A segment of pile foundation model was taken for use in the case study. Load tests on the pile foundation model segment, without joining its elements (pile and plate, which turns into grillage) and based on different combinations of static loadings were conducted. This proved that the loading of a plate causes skin friction on some length of the pile side surface as well as providing additional loading and settlement. Test results have shown that application of successive elements enables the foundation to carry loads up to 13% higher than in the case of a standard pile foundation loading with the same settlement rates.https://doi.org/10.1515/ceer-2017-0055segment of pile foundationplate not joining a pileadditional skin frictionsuccessive loading |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Sedin Vladimir Bikus Kateryna Kovba Vladislav |
spellingShingle |
Sedin Vladimir Bikus Kateryna Kovba Vladislav Investigation of Redistribution of Pile Foundation Forces Under Successive Loading of Its Elements Civil and Environmental Engineering Reports segment of pile foundation plate not joining a pile additional skin friction successive loading |
author_facet |
Sedin Vladimir Bikus Kateryna Kovba Vladislav |
author_sort |
Sedin Vladimir |
title |
Investigation of Redistribution of Pile Foundation Forces Under Successive Loading of Its Elements |
title_short |
Investigation of Redistribution of Pile Foundation Forces Under Successive Loading of Its Elements |
title_full |
Investigation of Redistribution of Pile Foundation Forces Under Successive Loading of Its Elements |
title_fullStr |
Investigation of Redistribution of Pile Foundation Forces Under Successive Loading of Its Elements |
title_full_unstemmed |
Investigation of Redistribution of Pile Foundation Forces Under Successive Loading of Its Elements |
title_sort |
investigation of redistribution of pile foundation forces under successive loading of its elements |
publisher |
Sciendo |
series |
Civil and Environmental Engineering Reports |
issn |
2080-5187 2450-8594 |
publishDate |
2017-12-01 |
description |
Redistribution of pile foundation forces under successive loading of its elements was investigated under laboratory conditions. A segment of pile foundation model was taken for use in the case study. Load tests on the pile foundation model segment, without joining its elements (pile and plate, which turns into grillage) and based on different combinations of static loadings were conducted. This proved that the loading of a plate causes skin friction on some length of the pile side surface as well as providing additional loading and settlement. Test results have shown that application of successive elements enables the foundation to carry loads up to 13% higher than in the case of a standard pile foundation loading with the same settlement rates. |
topic |
segment of pile foundation plate not joining a pile additional skin friction successive loading |
url |
https://doi.org/10.1515/ceer-2017-0055 |
work_keys_str_mv |
AT sedinvladimir investigationofredistributionofpilefoundationforcesundersuccessiveloadingofitselements AT bikuskateryna investigationofredistributionofpilefoundationforcesundersuccessiveloadingofitselements AT kovbavladislav investigationofredistributionofpilefoundationforcesundersuccessiveloadingofitselements |
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1717778398305058816 |