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 Sabirzyanov Danil Damirovich assistant E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Kazan State University of Architecture Engineering The organization address: 420043, Russia, Kazan, Zelenaya st., 1 |
| Title of the article | Experimental researches of clay soils in large trays of the regime static-cyclic loading |
| Abstract. | Problem statement. The purpose of conducting experimental research is the development of the theory of strength and deformation of clay soils under conditions of triaxial compression with combined alternating long-term static and cyclic loading. Results. As a result of the research, new experimental data were obtained on the peculiarities of the stress-strain state of clay soils under conditions of triaxial compression under combined alternating long-term static and cyclic loading, as well as the development of base sediments of foundation models in laboratory conditions. Conclusions. The significance of the results for the construction industry lies in the fact that in experimental studies of determining changes in the strength and deformability of clay soils with combined alternating long-term static and cyclic loading, it is necessary to modernize engineering methods for calculating sediment and bearing capacity of foundations. |
| Keywords. | triaxial compression, clay ground, static loading, cyclic loading, combined loading, bearing capacity, strength, specific cohesion, hardening. |
| For citations: | Mirsayapov Ilizar T., Sabirzyanov D.D. Experimental researches of clay soils in large trays of the regime static-cyclic loading // Izvestiya KGASU. 2019. №3(49) P.121-131. |
