HYDRAULICS. ENGINEERING HYDROLOGY. HYDRAULIC ENGINEERING

Development and substantiation of the structure of a masonry dam havinga soil cement membrane and designated for the climate of the far North of Russia

Vestnik MGSU 3/2013
  • Sainov Mikhail Petrovich - Moscow State University of Civil Engineering (MGSU) Candidate of Technical Sciences, Associate Professor, Department of Hydraulic Engineering, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Kotov Filipp Viktorovich - Moscow State University of Civil Engineering (MGSU) assistant, Department of Hydraulic Engineering, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 187-195

The Far North of Russia has a strong power generation potential. Future hydraulic power engineering projects may include construction of major power generating plants in south Yakutia. The core elements of the proposed projects will comprise dams about200 meters high.The authors substantiate construction of a masonry dam in severe climatic conditions of the Far Northern region of Russia. The structural solution represents a masonry dam having an impervious element, or a wide internal membrane, made of soil and cement concrete. This element is to protect the soil-free membrane from any thermal effects. The authors provide their analysis of the deflected mode of the dam, if its height is equal to 226 m. The findings have proven that the membrane made of soil and concrete cement will be in the state of compression. Therefore, the authors believe that the proposed design of the dam structure is reliable enough.

DOI: 10.22227/1997-0935.2013.3.187-195

References
  1. Zairova V.A., Filippova E.A., Orishchuk R.N., Sozinov A.D., Radchenko S.V. Vybor protivofil’tratsionnogo ustroystva v variantakh plotin Kankunskogo gidrouzla [Selection of the Membrane Construction in Various Options of Dams of Kankun Hydraulic Power Plant]. Gidrotekhnicheskoe stroitel’stvo [Hydraulic Engineering]. 2010, no. 2, pp. 8—13.
  2. Cooke B. Concrete Face Rockfill Dams. Beijing, 2000, 315 p.
  3. Lyapichev Yu.P. Proektirovanie i stroitel’stvo sovremennykh vysokikh plotin [Design and Construction of Advanced High Dams]. Moscow, RUDN Publ., 2004, 275 p.
  4. Sainov M.P. Osobennosti raschetov napryazhenno-deformirovannogo sostoyaniya kamennykh plotin s zhelezobetonnymi ekranami [Peculiarities of Analysis of the Stress-strain State of Masonry Dams Having Reinforced Concrete Membranes]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2006, no. 2, pp. 78—86.
  5. Sainov M.P. Sovershenstvovanie konstruktsii vysokoy kamennoy plotiny s zhelezobetonnym ekranom [Improvement of the Structure of a High Masonry Dam Having a Reinforced Concrete Membrane]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2011, no. 5, pp. 36—40.
  6. Nguen Than Dat. Napryazhenno-deformirovannoe sostoyanie kamennykh plotin s zhelezobetonnym ekranom [Deflected Mode of Masonry Dams Having Reinforced Concrete Screens]. Moscow, 2004, 20 p.
  7. Gruntotsement dlya gruntovykh plotin: byulleten’ komiteta po bol’shim plotinam [Soil-cement for Earth-fill Dams: Bulletin of Committee in Charge of Major Dams]. 1986, VNIIG Publ., 55 p.
  8. Monsef Belaid. Ispol’zovanie ukatannogo betona i gruntotsementa v gidrotekhnicheskom stroitel’stve Tunisa [Using Rolled Concrete and Soil-cement in Hydraulic Engineering in Tunisia]. St.Petersburg, 2002, 23 p.
  9. Sainov M.P. Razrabotka i obosnovanie ratsional’noy konstruktsii kamennoy plotiny dlya usloviy Kraynego Severa [Development and Substantiation of the Rational Structure of a Masonry Dam for the Climate of the Far North]. International Journal for Computational Civil and Structural Engineering. 2012, vol. 8, no. 3, pp. 116—120.
  10. Gol’din A.L., Rasskazov L.N. Proektirovanie gruntovykh plotin [Design of Earth-fill Dams]. Moscow, ASV Publ., 2001, 384 p.

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