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 Nurieva D.M. – candidate of technical sciences, associate professor E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Koroleva I.V. – candidate of technical sciences, associate 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 |
| Title of the article | Research of stability of slopes Galeev ravine in Kazan |
| Abstract. | Research of the stability of slopes of the ravine in the streets and the streets B. Galeeva Innovators Kazan made in connection with the design of complex multi-storey buildings with underground parking, provides a pre-filling of the ravine to the design of such marks, that the power of paved ground in some places reaches 10 meters. The study aims to study technological solutions to ensure that during the construction of the safe operation of the ravine located near residential buildings. To assess the impact on the stability of bedding slope was simulated stress-strain state of soil masses using settlement complex Lira 9.6. In this model were created, including a system of physically nonlinear finite element describing the work of the soil in accordance with the theory of the strength of the Coulomb-Mohr. Construction of a single model was produced for each characteristic alignment of the ravine with the topography, soil stratification and loading conditions. The results of calculation allowed to take the most optimal layering filling the ravine to design levels. Additionally, by using the «Slope» was assessed the stability of slopes of the ravine before, during and after the bedding, as well as the stability of slopes, crop of buildings designed in the most dangerous sections. |
| Keywords. | slope stability, slope, stress-strain state, the computer model. |
| For citations: | Mirsayapov I.T., Nurieva D.M., Koroleva I.V. Research of stability of slopes Galeev ravine in Kazan // Izvestiya KGASU. 2015. №2(32) P.176-182. |
