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 Sharafutdinov R.A. – post-graduate 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 | Stress-strain state of soil foundation reinforced with vertical and horizontal elements |
| Abstract. | Problem statement. The article presents the results of experimental tests through the sandy soil with different reinforcement options. On the basis of experimental studies the authors analyzed the effect of reinforcing elements in the stressed state of the sandy soil. Results. Research results have shown that the reinforcement subgrade vertical and horizontal elements and reduces sediment increases the bearing capacity. Conclusions. Horizontal and vertical reinforcing elements prevent shear forces occurring on ferro-concrete stamped, redistribute stress and transfer them to a depth that eliminates the air holes on the surface of the soil. |
| Keywords. | the stress-strain state, carrying capacity, precipitation, laboratory tests, stress, sandy soil reinforcing elements. |
| For citations: | Mirsayapov I.T., Sharafutdinov R.A. Stress-strain state of soil foundation reinforced with vertical and horizontal elements // Izvestiya KGASU. 2017. №1(39) P.153-158. |
