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 Kazan State University of Architecture and Engineering The organization address: 420043, Russia, Kazan, Zelenaya st., 1 Sharafutdinov R.A. – 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 Engineering The organization address: 420043, Russia, Kazan, Zelenaya st., 1 |
| Title of the article | Bearing capacity and precipitation of soil foundations reinforced by vertical and horizontal elements |
| Abstract. | The results of researches of influence of combined vertical and horizontal reinforcement on the stress-strain state, carrying capacity and draught reinforced base. The modeling work of the Foundation soil under laboratory conditions was carried out in a bulk tray beneath a square rigid concrete slab. When testing we used a model of geosynthetic nets and plastic tubing. When conducting trough tests identified strain of the soil in different areas of the base, in vertical and horizontal reinforcing elements, precipitation of the base. On the basis of the results obtained, plots of the above mentioned parameters of the load. The analysis of the obtained results, which shows that the combined reinforcement increases the bearing capacity and reduced precipitation. The combined reinforcement of the Foundation soil horizontal and vertical elements changes the stress–strain state and deformation conditions of the base, limiting the deformation of soil in the vertical and in the horizontal direction. |
| Keywords. | vertical and horizontal reinforcing elements, combined reinforcement, soil, sediment, static loading, deformation, stress, bearing capacity. |
| For citations: | Mirsayapov I.T., Sharafutdinov R.A. Bearing capacity and precipitation of soil foundations reinforced by vertical and horizontal elements // Izvestiya KGASU. 2016. №2() P.111-. |
