About the authors
| First name, Middle name, Last name, Scientific degree, Scientific rank, Current position. Full and brief name of the organization, The organization address. | Marat I. Shakirov, assistant, Kazan State University of Architecture and Engineering, Kazan, Russian Federation E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it |
| Title of the article | Raft-pile foundation ground base deformation under cyclic loading |
| Abstract. | Problem statement. In modern conditions, in the construction of buildings and structures, one of the most important tasks in the design of buildings and structures, which require taking into account the influence of cyclic loads during their exploitation, is the forecast of raft-pile foundations ground base settlement, taking into account changes in strength and deformation characteristics. The purpose of the study is to establish the raft-pile foundations ground base deformation development patterns under cyclic loading on the basis of experimental research. Results. The main change patterns in deformations of raft-pile foundations ground baseunder cyclic loading are established, which serve as an experimental basis for creating new Methods for calculating raft-pile foundation ground base. Conclusions. The significance of the obtained results for the construction industry lies in the fact that they allow more accurate and reliable evaluating of the settlement of raft-pile foundations under cyclic loading, increasing operational reliability and efficiency and developing adequate design solutions for such foundations |
| Keywords. | raft-pile foundation, deformations, forces, cyclic loading, foundation ground base, soil mass. |
| For citations: | M. Shakirov, Raft-pile foundation ground base deformation under cyclic loading//News KSUAE 2022 №1 (59). С19-28. DOI: 10.52409/20731523_2022_1_19 |
