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.Т. – doctor of technical sciences, professor Koroleva I.V. – post-graduate student Kazan State University of Architecture and Engineering |
| Title of the article | CALCULATION OF BEARING CAPACITY AND SETTLEMENTS OF THE BASES AT LONG ACTION OF STATIC LOADING |
| Abstract. | Propose the method of calculation of bearing capacity and settlements of the bases at long-term nonlinear deformations soils. Volume strain in time present according to the theory hereditary creep as the sum of deformations of volume and the form taking into account interference. At calculation of bearing capacity of the basis the stage of continuous development of zones of limiting balance which is reached for the bases of the foundations at the termination of formation of the rigid kernel deforming the basis is considered. |
| Keywords. | Clay soil, bearing capacity, a settlement, long deformation, limiting balance, limiting critical pressure. |
| For citations: | Mirsayapov I.Т., Koroleva I.V. CALCULATION OF BEARING CAPACITY AND SETTLEMENTS OF THE BASES AT LONG ACTION OF STATIC LOADING // Izvestiya KGASU. 2011. №3(17) P.71-78. |
