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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

  • Ссылка в интернете
  • DOI
  • Дата создание в систему UzSCI 31-05-2024
  • Количество прочтений 22
  • Дата публикации 25-12-2023
  • Язык статьиIngliz
  • Страницы42-49
English

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

№ Имя автора Должность Наименование организации
1 Xujakulov R.T. Doctor of Technical Sciences, Professor, Qarshi muhandislik-iqtisodiyot instituti
№ Название ссылки
1 [1]. Hydraulic Structures Fourth Edition. P. Novak, A.I.B. Moffat and C. Nalluri School of Civil Engineering and Geosciences,University of Newcastle upon Tyne, UK and R. Narayanan Formerly Department of Civil and Structural Engineering, UMIST, University of Manchester, UK.taylor &Francis,Group London and New York,2007.
2 [2]. Lee H. L., Mays L. Advances in risk and reliability analysis for hydraulic structures //Unknown Host Publication Title. – Am. Soc. Civ. Engrs, 1983.
3 [3]. Novak, P., Moffat, A., Nalluri, C., Narayanan, R. (2007). Hydraulic Structures. London: CRC
4 [4] Veksler A.B., Ivashchintsev D.A., Stefanishin D.V. Reliability, social and environmental safety of hydraulic facilities: risk assessment and decision-making. St. Petersburg: OJSC "VNIIG" named after B.E. Vedeneev, 2002.-С.35-36,56-58,156-159.
5 [5] Volosukhin V.A. Factors determining the safety of hydraulic structures for water management purposes. Science and security. -2014.-No.3 (12) .- P.7-8.
6 [6]. Bandurin M.A. Diagnostics of the technical state and assessment of the residual resource of the operability of water-conducting structures of irrigation systems. Step Doctorate in Engineering Sciences, Moscow, MGUP-2017, 285 p.
7 [7] Kaufman B.D., Shulman S.G. Methods of the uncertain factors account in a reliability assessment of a “construction-foundation” system at seismic impacts. Proc / of 4th Annual International Conference on Civil Engineering.May 2014.Athens, Greece.
8 [8].. Mirtskhulava Ts.E. Reliability of irrigation and drainage facilities. M., Kolos, 1974, 279 p.
9 [10] Kosichenko Yu.M. Issues of safety and operational reliability of hydraulic structures for reclamation purposes. g.Nature improvement, No. 3,2008.-С.67-71.
10 [11] Goldstein M.N. Mechanical properties of soils. Moscow, Stroyizdat, 1973, 374 p.
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