SLOPES OF DAMS UNDER DIFFERENT TEMPERATURE REGIMES

Kulnara Ismailova; Aibek Kanybek uulu

SLOPES OF DAMS UNDER DIFFERENT TEMPERATURE REGIMES

K Kulnara Ismailova A Aibek Kanybek uulu

Received 27.07.2022

Revised 18.10.2022

Published 24.11.2022

Abstract

In this paper, the temperature regime and slope fixings that affect the stability of dams are investigated. The loss of slope stability due to the influence of groundwater or the occurrence of landslides and other deformations is explained by the redistribution of the stress state, changes in the physical and mechanical properties of rocks. removal of rock particles during filtration. In frozen zones, the stability of dams is ensured by the stability of the temperature regime of the dam

Keywords

dam reservoir slopes filtration stability seismic forces stress-strain state

Suggested citation

Ismailova, K., & Kanybek uulu, A. (2022). SLOPES OF DAMS UNDER DIFFERENT TEMPERATURE REGIMES . Bulletin of the Kyrgyz National Agrarian University, 20(4), -.

References

[1] Ismailova, K.D., Narmatova, G.K., & Sardarbekov, A. (2019). Assessment of dam stability. Bulletin of KNAU, 1(50), 133-137.

[2] Jumabaev, B., Ismailova, K.D., & Chambylov, S. (2002). Assessment of the stability of dams and dikes using hydrogeomechanical methods. In Ecological problems of development of mineral resources of the Tien Shan Mountains: Proceedings of the international conference (pp. 223-232). Bishkek.

[3] Nichiporovich, A.A. (1973). Dams made of local materials. Moscow: Stroyizdat.