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 Ilizar Talgatovich doctor of technical sciences, professor Email: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Aysin Niyaz Nailovich post-graduate student Email: 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 str., 1 |
Title of the article | Investigation of deformations of clay soils under regime of prolonged triaxial compression taking into account initial defects |
Abstract. | Construction of deep pits leads to changes in the stress-strain state of the soil mass within the radius of the zone of influence. This is caused by base unloading during excavation, horizontal displacement of excavation walls, technological factors. When falling within the zone of existing development, there is a need to assess and geotechnically predict the behavior of the foundations of existing buildings and structures. Existing and newly emerged Известия КГАСУ, 2021, № 4 (58) Основания и фундаменты, подземные сооружения 13 defects and damages of soils must be taken into account. The aim of the study is to determine the dependences of the main deformation characteristics of clay soil with existing defects on the basis of laboratory studies, for this purpose it is necessary to: conduct an experimental study in triaxial compression of clay samples with cracks and without cracks; establish the peculiarities of crack development in the clay sample structure; to establish the peculiarities of deformation development of cracked clay soil under triaxial compression. |
Keywords. | clay soil, deformations, microcracks, macrocracks, bearing capacity, rheology of soils. |
For citations: | Mirsayapov Ilizar T., Aysin N. N. Investigation of deformations of clay soils under regime of prolonged triaxial compression taking into account initial defects // Izvestija KGASU. 2021. №4 (58). P. 5-14. DOI: 10.52409/20731523_2021_4_5. |