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 post-graduate student, 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 | Bearing capacity of foundations base under combined, alternating, long-term static and cyclic loading |
| Abstract. | Problem statement. The existing bearing capacity and deformations calculation methods are mainly designed for short-term static or cyclic loading with taking into account that the load data is constant for the entire period of the building or structure construction and operation, which calculations are not able to take into account the base of foundations deformation features under a successive alternation of long static and cyclic loads. The purpose of the study is improvement the bearing capacity analytical calculation method with taking into account changes in the clay grounds deformation and strength properties in conditions of a triaxial stress state under combined alternating long-term static and cyclic loading. Results. Based on the results of experimental studies, graphical and analytical forms for described the results of changes in the initial and transformed clay grounds deformation diagrams under combined alternating cyclic and long-term static loads, the ground strength and deformation properties. Conclusions. The significance of the results obtained for the construction industry is in the developed equation ultimate bearing capacity equation for combined alternating static and cyclic loads, which take into account the simultaneous change in the ground rheological and strength characteristics, the hardening process, and loading regimes. |
| Keywords. | triaxial compression, clay ground, static loading, cyclic loading, combined loading, bearing capacity, transformed diagram, strength, specific cohesion, hardening. |
| For citations: | Mirsayapov I.T., Sabirzyanov D.D. Bearing capacity of foundations base under combined, alternating, long-term static and cyclic loading // Izvestiya KGASU. 2018. №1(43) P.153-163. |
