Reliability of hydraulic structures depending on the stressstrain state of soils of loess subsidence bases
Abstract
The practice of irrigation development of loess lands shows that the violations that have occurred so far in the operation of hydraulic structures are explained by insufficient knowledge and lack of consideration in the design of the features of joint work and interaction of structures with their subsidence bases. The design of hydraulic structures also does not fully take into account these features.
To ensure the long-term, reliable, and economical operation of hydraulic structures on subsident soils, it is necessary to improve the methods of their design and construction, taking into account the peculiarities of interaction with loess bases. This article is devoted to this issue
Authors
Xo‘jaqulov Rustam
Academic degree and academic title: Doctor of Technical Sciences, Professor
Institutional affiliation: Karshi Institute of Engineering and Economics Faculty of Engineering and Technology Department of " Hydraulics and Hydraulic Structures
Position: Professor
G. Samandarova
