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. | Mirsayapov Ilizar Talgatovich doctor of technical sciences, professor E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Shakirov Marat Ildusovich assistant E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Kazan State University of Architecture and Engineering The organization address: 420043, Russia, Kazan, Zelenaya st., 1 |
| Title of the article | Combined plate-pile foundations settlement calculation during cyclic loading |
| Abstract. | Problem statement. The purpose of the study is to develop a method for calculating the settlement of a combined plate-pile foundation, taking into account the effect of repeatedly repeated cyclic loads in the process of construction and operation of buildings and structures. Results. A method for calculating the settlement of the basement of a slab-pile foundation has been developed, taking into account the complex stress-strain state of its elements under cyclic loading. Conclusions. An improved method for calculating the sediment of slab-pile foundations under the action of a cyclic load allows to increase reliability, calculated bearing capacity, reduce settlement, and as a result to obtain more cost-effective solutions when designing foundations of this type. |
| Keywords. | cyclic loads, plate-pile foundation, between-pile space, weak soil, base settlement, efforts, deformations, stress. |
| For citations: | Mirsayapov Ilizar T., Shakirov M.I. Combined plate-pile foundations settlement calculation during cyclic loading // Izvestiya KGASU. 2019. №4(50) P.255-262. |
