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A platform for research: civil engineering, architecture and urbanism
Deformation Features of Raft-Pile Foundation Models Under Cyclic Loading
https://orcid.org/http://orcid.org/0000-0002-6193-0928
https://orcid.org/http://orcid.org/0000-0001-6106-9202
At high load levels on the ground or adverse ground conditions, one way to increase the carrying capacity is the use of raft-pile foundations. Buildings and structures and their foundations, along with static exposed to various types of cyclic loads, which in many cases are the main determinants of the building elements security and integrity. The joint deformation of the «pile – raft grillage – ground between pile» with regard to redistribution of effort between the individual elements in the process of cyclic loading is practically unknown.
In this regard, authors conducted raft-pile foundation experimental research models under cyclic loading. Our studies have established the basic laws of raft-pile foundation soil deformation in between pile space.
Deformation Features of Raft-Pile Foundation Models Under Cyclic Loading
https://orcid.org/http://orcid.org/0000-0002-6193-0928
https://orcid.org/http://orcid.org/0000-0001-6106-9202
At high load levels on the ground or adverse ground conditions, one way to increase the carrying capacity is the use of raft-pile foundations. Buildings and structures and their foundations, along with static exposed to various types of cyclic loads, which in many cases are the main determinants of the building elements security and integrity. The joint deformation of the «pile – raft grillage – ground between pile» with regard to redistribution of effort between the individual elements in the process of cyclic loading is practically unknown.
In this regard, authors conducted raft-pile foundation experimental research models under cyclic loading. Our studies have established the basic laws of raft-pile foundation soil deformation in between pile space.
Deformation Features of Raft-Pile Foundation Models Under Cyclic Loading
https://orcid.org/http://orcid.org/0000-0002-6193-0928
https://orcid.org/http://orcid.org/0000-0001-6106-9202
At high load levels on the ground or adverse ground conditions, one way to increase the carrying capacity is the use of raft-pile foundations. Buildings and structures and their foundations, along with static exposed to various types of cyclic loads, which in many cases are the main determinants of the building elements security and integrity. The joint deformation of the «pile – raft grillage – ground between pile» with regard to redistribution of effort between the individual elements in the process of cyclic loading is practically unknown.
In this regard, authors conducted raft-pile foundation experimental research models under cyclic loading. Our studies have established the basic laws of raft-pile foundation soil deformation in between pile space.
Deformation Features of Raft-Pile Foundation Models Under Cyclic Loading
Lecture Notes in Civil Engineering
Vatin, Nikolai (editor) / Mirsayapov, Ilizar (author) / Shakirov, Marat (author)
International Scientific Conference on Socio-Technical Construction and Civil Engineering ; 2021 ; Kazan, Russia
2021-06-29
10 pages
Article/Chapter (Book)
Electronic Resource
English
Field Tests of Combined Pile Raft Foundation Under Cyclic Loading
| Springer Verlag | 2021
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| BASE | 2021