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 I.Т. – doctor of technical sciences, professor E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Koroleva I.V. – candidate of technical sciences, associate professor E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Sadykova A.R. – student E-mail: а 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 | Research of influence of seismic and wind effects on the parameters of pile-slab foundation of high-rise buildings |
| Abstract. | In the design of high-rise buildings on the seismically active construction sites must take into account the effect of the dynamic component of wind load on the changes in the physical and mechanical properties of foundation soils during long-term use of the building until the occurrence of earthquakes and seismic stability calculation bases and foundations should be carried out taking into account the changes in soil properties compared to the original (natural) state. In the city of Kazan in the waters of the river Kazanka planned to build a residential complex consisting of two buildings located on a common pile-slab foundation. Playground design is complicated by the presence of high groundwater levels and bedding from the surface layers of weak saturated silty clay soils and peat layers up to 3 m. Triaxial tests sandy and clay soils stabilometry conducted on a specially developed method, providing for the imposition of the dynamic stresses on the static stress state of the soil sample. Amplitude, frequency and duration of the dynamic stresses are equivalent to the estimated screenwriting seismic impact or dynamic component of wind load. The results were used in the drafting of pile-slab foundation with the influence of seismic and wind loads to change the stiffness of pile foundation and as a consequence on the redistribution of forces between the individual elements of the «foundation soil - foundation - overground part of the building». |
| Keywords. | dynamic loading, triaxial compression, seismic load, wind load, deformation of soil, pile-slab foundation, pile foundation, stiffness, stress redistribution |
| For citations: | Mirsayapov I.Т., Koroleva I.V., Sadykova A.R. Research of influence of seismic and wind effects on the parameters of pile-slab foundation of high-rise buildings // Izvestiya KGASU. 2015. №1(31) P.107-113. |
