Reinforcement of a deformed structure on the pile foundation

The results of geomonitoring of the technical state of a five-storeyed building erected on driven prismatic piles are presented. The cause of excessive deformations of the foundation base is the inability of the pile tip to reach the design depth, which led to a significant reduction in their load-b...

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Bibliographic Details
Published inIOP conference series. Materials Science and Engineering Vol. 1021; no. 1; pp. 12030 - 12038
Main Authors Vynnykov, Yu L, Kharchenko, M O, Manzhalii, S M
Format Journal Article
LanguageEnglish
Published Bristol IOP Publishing 01.01.2021
Subjects
Bearing capacity
Concrete slabs
Finite element method
Pile foundations
Reinforced concrete
Resettlement
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Summary:The results of geomonitoring of the technical state of a five-storeyed building erected on driven prismatic piles are presented. The cause of excessive deformations of the foundation base is the inability of the pile tip to reach the design depth, which led to a significant reduction in their load-bearing capacity. The constructive technological solution of strengthening of the bases from piles as a part of a tape grid by bringing under existing grids of a monolithic reinforced concrete slab is improved. A new analytical model of the system "deformed building - driven prismatic piles as a part of a tape grid - soil base with a weak underlying layer" before and after supplying the slab under the existing foundation grids. The stress-strain state (SSS) of this system is estimated using the finite element method (FEM). New data of the change in the SSS system after supplying the slab under the existing grids were obtained. The results of the project execution (without resettlement of the residents of the house) and the respective geomonitoring are presented.
ISSN:1757-8981
1757-899X
DOI:10.1088/1757-899X/1021/1/012030