Archive - Известия Казанского государственного архитектурно-строительного университета.

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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.T. – doctor of technical sciences, professor E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Ibragimov K.V. – student E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Kazan State University of Architecture and Civil Engineering The organization address: 420043, Russia, Kazan, Zelenaya st., 1
Title of the article
Abstract.The paper presents the results of studies of the effect of the variable effects of cyclic loading on the model plate-pile foundation and its foundation on the ground of interconnectedness space and on the ground, located at the edge of the pile. In conducting the tests defined trough deformation in the soil and on stilts, as well as the very foundation of the sediment. Application of load cycles is performed, in this case from row to row cycles varying load. Changes in rainfall quantities and strains accounted for at each step. Based on the data patterns of behavior of the soil during successive cycles with load changes were analyzed. After processing the experimental results rainfall and carrying capacity, and the deformations in the piles, soil interconnectedness space and in soils located below the tip of the piles and the number of loading cycles were plotted. Analysis of plots suggests that for cyclic alternating load deformation of the diaphragm and pile change, wherein in the first cycles sludge load plate-pile foundation and deformation of its elements, as well as in the soil is greater than in subsequent stages of the load.
Keywords.modal cyclic loading, deformation, soil.
For citations:Mirsayapov I.T., Ibragimov K.V. // Izvestiya KGASU. 2014. №4(30) P.198-204.

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