The practice of irrigation development of loess lands shows that the violations thathave occurred so far in the operation of hydraulic structures are explained by insufficient knowledgeand lack of consideration in the design of the features of joint work and interaction of structures withtheir subsidence bases. The design of hydraulic structures also does not fully take into account thesefeatures.To ensure the long-term, reliable, and economical operation of hydraulic structures onsubsident soils, it is necessary to improve the methods of their design and construction, taking intoaccount the peculiarities of interaction with loess bases. This article is devoted to this issue.
| Mualliflar | Хujakulov, Rustam |
|---|---|
| Jurnal | Инновацион технологиялар |
| Nashr sanasi | 2024-04-13 |
| Jild | 52 |
| Son | 04 |
| Til | Ingliz |
subsidence of soil, infiltration, degree of humidity, calculation of deformations,, hydraulic structures, loess grounds, the process of moistening, terms of preliminary soaking, gruntning cho'kishi, infiltratsiya, namlik darajasi, deformatsiyalarni hisoblash, gidrotexnik inshootlar, lyoss asoslar, namlash jarayoni, dastlabki namlash shartlari, просадка грунта, инфильтрация, степень влажности, расчет деформаций, гидротехнические сооружения, лессовые грунты, процесс увлажнения, сроки предварительного замачивания
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