Published since 1923
DOI: 10.33622/0869-7019
Russian Science Citation Index (RSCI) на платформе Web of Science



Contents of issue № 4 (april) 2017

  • EXPERTISE OF CONSTRUCTION PROJECTS
  • The Results of Work of the Moscow Regional State Expertise in 2016 and Main Objectives for 2017
  • Igor E. GORYACHEV, e-mail: adm@moexp.ru
  • ARCHITECTURE OF BUILDINGS AND STRUCTURES. TOWN PLANNING
  • Assessment of the Influence of Territorial Planning Documents on the Socio-Economic Development of Administrative-Territorial Formations
  • UDC 330:711.14
    Sergei D. MITIAGIN, e-mail: msd710@mail.ru
    NIIP gradostroitelstva, naberezhnaya Chernoy Rechki, 41, korp. 2, St. Petersburg 197342, Russian Federation
    Abstract. The Town Planning Code of the Russian Federation does not contain guidance on tools for ensuring the conditions of sustainable development of administrative-territorial formations. However, the distribution of types of business activities and objects of capital construction on land plots, which is the result of preparation of planning documentation, has a direct impact on the creation of such conditions both at the level of regions and municipalities. In addition, for each type of documents own requirements to their preparation can be established and mechanisms for determining the influence of location of objects of capital construction of regional and municipal levels on the socio- economic development of administrative-territorial formations are formed.
    Key words: territorial planning, objects of capital construction, sustainable socio-economic development of administrative-territorial formations.
  • REFERENCES
    1. Mityagin S. D. Gradostroitel'stvo. Epokha peremen [The urban development. The era of change]. St. Petersburg, ZODChIY Publ., 2016. 280 p. (In Russian).
    2. Sevost'yanov A. V., Papikyan L. M. Management development at the present stage. Problems and prospects. Sovremennye problemy nauki i obrazovaniya, 2014, no. 6, p. 658. (In Russian).
    3. Vil'ner M. Ya. On regulation of urban development in modern Russia. Upravlenie razvitiem territorii, 2016, no. 1, pp. 41-44. (In Russian).
    4. Krasovskaya O. V. Topical issues of the theory and practice of urban planning. Upravlenie razvitiem territorii, 2016, no. 1, pp. 26-29. (In Russian).
    5. Skatershchikov S. V., Chistobaev A. I. The development of schemes of territorial planning of subjects of the Russian Federation. Upravlenie razvitiem territorii, 2009, no. 3, pp. 42-45. (In Russian).
    6. Mityagin S. D. The sustainability of the biosphere - the task of the territorial planning. Biosfera, 2014, vol. 6, no. 2, pp. 146-157. (In Russian).
  • For citation: Mitiagin S. D. Assessment of the Influence of Territorial Planning Documents on the Socio-economic Development of Administrative-territorial Formations. Promyshlennoe i grazhdanskoe stroitel 'stvo [Industrial and Civil Engineering], 2017, no. 4, pp. 10-14. (In Russian).
  • Human Flows in Transport Hubs
  • UDC 711.553.1:625.712.34
    Alexandr S. DMITRIEV, e-mail: yalac24@gmail.com
    National Research Moscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow 129337, Russian Federation
    Abstract. Urban planning, space-planning and spatial characteristics of transport hubs are analyzed. The structure of public-transport and pedestrian components of hubs is presented. The system-integrated method for research, calculation, design, and organization of human flow movements in transport hubs is proposed. Regularities of the process of movement of human flows at each system level are studied; basic parameters of human streams and dependences between them which are the basis for the development of combined methods for calculation, valuation, and simulation of pathways of pedestrian traffic at transport hubs are revealed. The results of this research work can be used for improvement and further development of regulations concerning the pathways of human flows in transport hubs as well as in the field of limiting access to objects of generation and attraction of human flows.
    Key words: transport hubs, human flows, pedestrian communication, system-integrated research method, regularities of motion process, combined method of calculation.
  • REFERENCES
    1. Azarenkova Z. V. Transportno-peresadochnye uzly v planirovke gorodov [Transit hubs in the planning of cities]. Moscow, Tipografiya "Novosti" Publ., 2011. 96 p. (In Russian).
    2. Predtechenskiy V. M., Milinskiy A. M. Proektirovanie zdaniy s uchetom organizatsii dvizheniya lyudskikh potokov [The design of buildings taking into account the organization of movement of human streams]. Moscow, Stroyizdat Publ., 1982. 386 p. (In Russian).
    3. Avdot'in L. N. A systematic approach to the topical issues of urban planning theory. Arkhitektura SSSR, 1968, no. 10, pp. 21-26. (In Russian).
    4. Dmitriev A. S., Evstigneev V. D. Problems of design of transport-interchange hubs taking into account organization of movement of human flows. Promyshlennoe i grazhdanskoe stroitel'stvo, 2016, no. 4, pp. 39-41. (In Russian).
    5. Pavlova L. I. The layout of the centers of gravity of people. Na stroykakh Rossii, 1973, no. 1, pp. 14-17. (In Russian).
    6. Romm A. P. Quantitative methods to build sustainable movements. Proektirovshchik, 1969, no. 2, pp. 8-12. (In Russian).
    7. Dmitriev A. S., Feofanova A. I. Creating a modern living environment with the organization of the process of movement of people on urban communications. Tendentsii razvitiya stroitel'stva, teplogazosnabzheniya i energoobespecheniya. Materialy III mezhdunarodnoy nauchno-prakticheskoy konferentsii FGBOU VO STAU im. N. I. Vavilova (17-18 mart 2016). Saratov, STAU Publ., 2016, pp. 91-96. (In Russian).
    8. Dmitriev A. S. The combined method of calculation of traffic flows in pedestrian communication complexes. Ibid. Pp. 86-90. (In Russian).
    9. Buga P. G., Shelkov Yu. D. Organizatsiya peshekhodnogo dvizheniya v gorodakh [The organization of pedestrian traffic in cities]. Moscow, Vysshaya shkola Publ., 1980. 232 p. (In Russian).
    10. Dmitriev A. S., Aleksakov G. N. Analog modeling in the solution of some problems of architectural and construction design. Osobennosti proektirovaniya i stroitel'stva zhil'ya dlya rayonov Zapadnoy Sibiri [The features of design and construction of housing to areas of Western Siberia]. Materialy regional'noy konferentsii. Novokuznetsk, 1990, pp. 20-22. (In Russian).
  • For citation: Dmitriev A. S. Human Flows in Transport Hubs. Promyshlennoe i grazhdanskoe stroitel 'stvo [Industrial and Civil Engineering], 2017, no. 4, pp. 15-18. (In Russian).
  • BUILDING STRUCTURES, BUILDINGS AND FACILITIES
  • To the Issue of Thermo-Technical Calculation of Non-Uniform Enclosing Structures of Buildings
  • UDC 69.022.32
    Valentina M. TUSNINA, e-mail: valmalaz@mail.ru
    Dinis Sh. FAYZOV, e-mail: Dinis.fayzov@yandex.ru
    National Research Moscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow 129337, Russian Federation
    Abstract. According to the modern requirements for improving the energy efficiency of buildings, enclosing structures must have enhanced resistance to heat transfer. To exclude the heat losses through non-uniform inclusions and node connections of elements in the structures of external walls and coatings of the buildings, it is necessary to conduct additional time-consuming thermal-technical calculations. These problems can be solved by using numerical calculation methods. The thermal efficiency of an external wall of ceramic brick faced with ceramic granite slabs by the system of suspended faзade has been studied. The possibility of the use of the software "SolidWorks Simulation" for the numerical thermo-technical calculations of building envelopes based on the three-dimensional temperature field is considered. For accuracy of the numerical thermal-technical calculation using the "SolidWorks Simulation", testing calculations were conducted with several options of a calculation model which differ by the number of finite elements into which they were divided. Results of the comparative analysis of the thermal efficiency of the design of the suspended facade system, which were calculated with the use of software "SolidWorks Simulation" and software "TEPL", are presented. A good convergence of results of calculations makes it possible to conclude that the correct thermal-technical calculations can be done with the use of "SolidWorks Simulation".
    Key words: thermal resistance, enclosing structure of building, thermal efficiency, temperature field, computing program, thermo-technical calculation.
  • REFERENCES
    1. Tusnina О. А., Tusnin А. Р. A computing program for the thermal analysis of building structures. Promyshlennoe I grazhdanskoe stroitelstvo, 2014, no. 4, pp. 51-54. (In Russian).
    2. Tusnina О. А. Heattechnical calculation of designs by numerical methods. Vestnik MGSU, 2013, no. 11, pp. 91-99. (In Russian).
    3. Alyamovsky A. A., et al. SolidWorks. Komp'yuternoe modelirovanie v inzhenernoy praktike [SolidWorks. Computer modeling in engineering practice]. SPb, BHV-Petersburg Publ., 2005. 800 p. (In Russian).
    4. Kornienko S. V. Testing of a method of calculation of temperature moisture conditions of the protecting designs on results of natural measurements of parameters of a microclimate of rooms. Inzhenerno-stroitel'nyy zhurnal, 2012, no. 2(28), pp. 18-23. (In Russian).
    5. Alyamovsky A. A. SolidWorks. Inzhenernyy analiz metodom konechnykh elementov [Engineering analysis by method of final elements]. Moscow, DMK Press Publ., 2004. 426 p. (In Russian).
    6. Gorgolewski M. Developing a simplified method of calculating U-values in light steel framing. Building and Environment, 2007, no. 42(1), pp. 230-236.
    7. Tusnin А. Р., Tusnina V. M. Resistance to a heat transfer of walls with windows. Vestnik MGSU, 2011, vol. 2, pp. 123-129. (In Russian).
    8. Kornienko S. V. Multiple-factor assessment of the thermal mode in building cover elements. Inzhenerno-stroitel'nyy zhurnal, 2014, no. 8, pp. 25-37. (In Russian).
    9. Batin N. I., Nemova D. V., Rymkevich P. P., Gorshkov A. S. Influence of level of thermal protection of the protecting designs on the size of losses of thermal energy in the building. Inzhenerno-stroitel'nyy zhurnal, 2012, no. 8(34), pp. 4-14. (In Russian).
    10. Tusnina O. A., Yemelyanov A. A., Tusnina V. M. Heattechnical properties of various constructive systems of the hinged ventilated facades. Inzhenerno-stroitel'nyy zhurnal, 2013, no. 8(43), pp. 54-63. (In Russian).
    11. Plotnikov A. A. Temperature conditions of an external wall with frame of thermo-profile LSK. Promyshlennoe I grazhdanskoe stroitelstvo, 2016, no. 9, pp. 35-39. (In Russian).
  • For citation: Tusnina V. M., Fayzov D. Sh. To the Issue of Thermo-technical Calculation of Non-uniform Enclosing Structures of Buildings. Promyshlennoe i grazhdanskoe stroitel 'stvo [Industrial and Civil Engineering], 2017, no. 4, pp. 19-24. (In Russian).
  • Calculation of the Stability of Trench Walls Constructed in Heterogeneous Formations by the "Slurry Wall" Method
  • UDC 624.152.63.15.04
    Vladimir M. MARGOLIN, е-mail: vlad-margolin@yandex.ru
    National Research Moscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow 129337, Russian Federation
    Abstract. Issues of providing the stability of trench vertical walls in heterogeneous air-dry and water saturated formations when excavating the trench wall by the "slurry wall" method under the hydrostatic pressure of clay mortar with due regard for an external loading on the surface in elasto-plastic formulation are considered. The loss of stability of the wall, as practice shows, is accompanied by soil collapses into the trench cavity that leads to big complications in the course of works. In this article, the stability of trench vertical walls is determined in an assumption that the soil underlain by horizontal layers of various thickness with different characteristics of a specific weight, cohesion and an angle of inner friction which remain constant within each layer. The results of theoretical studies and particular cases of their application for cohesive and non-cohesive soils in air-dry and water-saturated conditions are presented. The program of calculation for providing the trench stability with due regard to various combinations of stratum bedding and their thickness has been prepared. Practical recommendations on the use of study results in engineering calculations are made.
    Key words: stability of trench walls, elasto-plastic calculation, multi-layered inhomogeneous layers of soils, "slurry wall" method.
  • REFERENCES
    1. Sapin D. A. Technological sediment adjacent buildings when the device trench of the "wall in the ground". Vestnik grazhdanskikh inzhenerov, 2014, no. 6(47), pp. 133-139. (In Russian).
    2. Vinogradova S. A., Morozov E. B. The influence of geotechnical screen on deformation of adjacent building during the construction of the "wall in the ground" trench type. Estestvennye i tekhnicheskie nauki, 2015, no. 6(84), pp. 543-545. (In Russian).
    3. Mangushev R. A., Veselov A. A., Sapin D. A. Numerical simulation of precipitation technology of the neighboring buildings when the device trench of the "wall in the ground". Vestnik grazhdanskikh inzhenerov, 2012, no. 5(34), pp. 87-98. (In Russian).
    4. Morozov E. V., Znamenskiy V. V. The effect of the device trench of the "wall in the ground" on the deformation of nearby buildings. Vestnik MGSU, 2009, no. 1, pp. 505-508. (In Russian).
    5. A study on past failures of trench excavations. Special Project Report SPR 2/2001. Geotechnical Engineering Office, the Government of the HKSAR. 68 p.
    6. Arai Y., Kusakabe O., Murata O., Konishi S. A numerical study on ground displacement and stress during and after the install. Computers and Geotechnics, 2008, no. 35(5), pp. 791-807.
    7. Franzius J. N., Potts D. M., Burland J. B. The influence of soil anisotropy on ground surface movements resulting from tunnel excavation. Geotechnique, 2005, no. 55(3), pp. 189-199.
    8. Bulychev V. G., Margolin V. M., D'yakonov V. P., Smorodinov M. I. Some questions of calculation of structures under construction by method "wall in the ground". Trudy VIII Mezhdunarodnogo kongressa po mekhanike gruntov i fundamentostroeniyu [Proc. of the VIII International Congress on soil mechanics and foundation engineering]. Moscow, Stroyizdat Publ., 1973, pp. 281-284. (In Russian).
  • For citation: Margolin V. M. Calculation of the Stability of Trench Walls Constructed in Heterogeneous Formations by the "Slurry Wall" Method. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering], 2017, no. 4, pp. 25-29. (In Russian).
  • About Improving the Bearing Capacity and Rigidity of Floors Made of Hollow-Core Slabs
  • UDC 624.073.7
    Sergey V. BOSAKOV, e-mail: sevibo@yahoo.com
    Institut BelNIIS, ul. F. Skoriny, 15, Minsk 220114, Republic of Belarus
    Alexander I. MORDICH, e-mail: alex.mordich@mail.ru
    BESTinzhiniring, pr-t Masherova, 9, Minsk 220029, Republic of Belarus
    Valery N. SIMBIRKIN, e-mail: sim@eurosoft.ru
    JSC Research Center of Construction, Research Institute of Building Constructions (TSNIISK) named after V. A. Koucherenko, 2-ya Institutskaya ul., 6, Moscow 109428, Russian Federation
    Abstract. Results of the domestic studies of a flooring made of tightly installed hollow-core slabs with limits on their separation under the load are analyzed. These results are compared with the experience in construction of floors in which hollow-core slabs are located as tight groups in closed cells formed by cross-wise monolithic and precast- monolithic girders. It is established that the structural integrity of a precast-monolithic floor is provided by tight contacts between elements and fixation of contacts by internal connections. It causes reactive thrust forces in the floor plane, which clearly extinguish the loading forces in the floor elements. As a result, the bearing capacity and rigidity of the floor significantly improve. The presented results of tests of a full-scale fragment of the flat floor made of two hollow-core slabs, which are placed in a closed reinforced concrete frame formed by monolithic girders, have confirmed the above. Indeed, the internal through connections along the bottom of bearing girders restrain the separation of hollow-core slabs under the load and provide for the improvement of bearing capacity and rigidity of the floor. It is shown that the calculation and design of efficient flat precast-monolithic floors can be executed according to the existing norms in Russia with due regard to the proposals contained in this article.
    Key words: flat floor, hollow-core slabs, reactive thrust, internal connections, bearing capacity.
  • REFERENCES
    1. Ajvazov R. L. Precast panel slab, simply supported along the contour. Pilot study. Prostranstvennaja rabota zhelezobetonnyh konstrukcij. Moscow, MISI Publ., 1970. Iss 90. Pp. 88-97. (In Russian).
    2. Ajvazov R. L., Lapickij I. V. Precast slab, simply supported on the contour and working with cross spacers. Beton i zhelezobeton, 1991, no. 11, pp. 7-9. (In Russian).
    3. Semchenkov A. S. Testing of precast slabs are simply supported along the contour. Beton i zhelezobeton, 1981, no. 1, pp. 11-13. (In Russian).
    4. EN 1168-2005. Precast concrete products - hollow core slabs.
    5. ACI 318-14, ACI 318R-14. Building code requirements for structural concrete and commentary.
    6. Mordich A. I., Vigdorchik R. I., Belevich V. N., Zalesov A. S. New universal frame system of high-rise buildings. Beton i zhelezobeton, 1999, no. 1, pp. 2-4. (In Russian).
    7. Aljavdin P. V., Mordich A. I., Belevich V. N. Strength and deformation of precast floor slabs shear in their plane. Beton i zhelezobeton, 2014, no. 2, pp. 13-18. (In Russian).
    8. Karjakin A. A., Sonin S. A., Popp P. V., Aliluev M. V. The test field of a fragment of precast-monolithic frame systems "ARCOS" with flat ceilings. Vestnik Juzhno-Ural'skogo gos. universiteta. Serija "Stroitel'stvo i arhitektura", 2009, no. 38(168), iss. 9, pp. 16-20. (In Russian).
    9. Dorofeev V. S., Egupov K. V., Beljavskij S. A., Galkin S. L. Experimental study of the bearing capacity of the fragment of prefabricated monolithic frame "ARCOS" in uneven foundation settlement. Vestnik Odesskoj gos. akademii stroitel'stva i arhitektury, 2010, no. 39, part I, pp. 161-185. (In Russian).
    10. Mordich A. I., Galkin S. L., Petrov V. N. Frame house-building system "ARCOS". Reliability and safety. Beton i zhelezobeton, 2013, no. 2, pp. 27-31. (In Russian).
    11. Nazarov Ju. P., Zhuk Ju. N., Simbirkin V. N. Computer-aided design of supporting building structures. Promyshlennoe i grazhdanskoe stroitel'stvo, 2006, no. 10, pp. 48-50. (In Russian).
  • For citation: Bosakov S. V., Mordich A. I., Simbirkin V. N. About Improving the Bearing Capacity and Rigidity of Floors Made of Hollow-core Slabs. Promyshlennoe i grazhdanskoe stroitel 'stvo [Industrial and Civil Engineering], 2017, no. 4, pp. 30-36. (In Russian).
  • Summary of Results of Experimental Studies of Bearing Capacity of Oblique Sections of Flexural Reinforced Concrete Elements
  • UDC 624.046.2
    Ivan N. STARISHKO, e-mail: starishkoi@mail.ru
    Vologda State University, ul. Lenina, 15, Vologda 160000, Russian Federation
    Abstract. Despite the large number of published articles with the various proposals concerning the calculation of the bearing capacity of reinforced concrete flexural elements on oblique sections, including the existing method of calculation presented in the current regulations, calculation results often differ from the experimental data. The reason for this is the narrow focus of many experimental studies used in the development of the calculation theory. Sometimes, the calculation theory proposed is not substantiated by experimental studies. Therefore, to improve the existing method of calculation of the bearing capacity of flexural reinforced concrete elements on inclined sections, it is necessary to summarize the available experimental studies and determine the effect of numerous factors (different geometrical and mechanical properties of concrete and reinforcement, different ratio of bending moment and shearing force), as well as to take into account the uniformly distributed and concentrated loads, etc. And only on the basis of such experimental studies, which are confirmed by experimental results, it is necessary to improve the calculation theory.
    Key words: experimental studies, bearing capacity, bent elements, oblique section, calculation method.
  • REFERENCES
    1. Ignatavichyus Ch. B. Issledovaniya prochnosti zhelezobetonnykh pryamougol'nykh i tavrovykh balok po naklonnomu secheniyu [Study of strength of reinforced concrete rectangular and t-beams in inclined section]. Dis. kand. tekhn. nauk. Vil'nyus, 1973. 198 p. (In Russian).
    2. Sigalov E. E., Starishko I. N. The effect of pre-strain on the strength of the inclined sections of reinforced concrete bending elements. Zhelezobetonnye konstruktsii promyshlennogo i grazhdanskogo stroitel'stva: sb. tr. MISI im. V. V. Kuybysheva. Moscow, 1981. no. 185, pp. 108-116. (In Russian).
    3. Starishko I. N. Study of the effect of amount of transverse reinforcement, the values of pre-stress in longitudinal reinforcement and size of overhangs compressed shelves in reinforced concrete beams of rectangular and t-profile on the load capacity of the inclined sections. Tr. 2-y Vserossiyskoy (Mezhdunarodnoy) konf. po betonu i zhelezobetonu "Beton i zhelezobeton - puti razvitiya". Moscow, 2005, vol. 5, pp. 463-475. (In Russian).
    4. F. Leonhardt und R. Walther. Betrдge zur Behandlung der Schubprobleme im Stahlbetonbau. Beton- und Stahlbetonbau. 1961, no. 12, vol. 56, pp. 277-290.
    5. Starishko I. N. Experimental study of the effect of overhangs compressed shelves on the bearing capacity of the inclined sections of reinforced concrete beams in bending t profile under the action of transverse forces. Academia. Arkhitektura i stroitel'stvo, 2016, no. 1, pp. 139-144. (In Russian).
  • For citation: Starishko I. N. Summary of Results of Experimental Studies of Bearing Capacity of Oblique Sections of Flexural Reinforced Concrete Elements. Promyshlennoe i grazhdanskoe stroitel 'stvo [Industrial and Civil Engineering], 2017, no. 4, pp. 37-43. (In Russian).
  • Seismic Resistance of Brick Walls of Buildings Reinforced with Composite Materials
  • UDC 699.841
    Arkady V. GRANOVSKY, e-mail: arcgran@list.ru
    Bulat K. DZHAMUEV, e-mail: dbk-07@mail.ru
    JSC Research Center of Construction, Research Institute of Building Constructions (TSNIISK) named after V. A. Koucherenko, 2-ya Institutskaya ul., 6, Moscow 109428, Russian Federation
    Pavel V. OSIPOV, e-mail: posipov@nccrussia.com
    Oleg A. SIMAKOV, e-mail: simakov-ne@mail.ru
    NCSK, Volgogradskiy prosp., 42, korp. 5, Moscow 109316, Russian Federation
    Abstract. Results of the experimental research in the assessment of seismic resistance of a large-scale model of two-storey fragment of a brick building made of ceramic brick on cement mortar are presented. Dynamic tests of the two-storey fragment were conducted on the two-component vibro-platform under dynamic loads simulating seismic effects of 6-9 points according to the MSK-64 scale. In the course of tests, the behavior of wall masonry at various variants of its reinforcement with composite materials on the basis of carbon fiber was analyzed. On the basis of hysteresis characteristics, the zones of elastic operation of the wall masonry at the moment of appearance of cracks and masonry destruction have been determined. Optimal schemes of the reinforcement of brick walls of buildings with strips, canvasses, and meshes made of carbon fabric are proposed; the possibility to increase the rigidity of a disk of floor slabs with the help of composite materials is also shown.
    Key words: large-scale model of building, brick masonry, dynamic load, vibro-platform, hysteresis characteristic, composite, carbon strip and mesh.
  • REFERENCES
    1. Korchinskiy I. L., Borodin L. A., Grossman A. B., et al. Seysmostoykoe stroitel'stvo zdaniy [Earthquake resistant construction of buildings]. Moscow, Vysshaya shkola Publ., 1971. 320 p. (In Russian).
    2. Polyakov S. V. Seysmostoykie konstruktsii zdaniy [Earthquake resistant design of buildings]. Moscow, Vysshaya shkola Publ., 1983. 304 p. (In Russian).
    3. Tonkikh G. P., et al. Experimental study of seismic strengthening of masonry system of external reinforcement based on carbon fibe. Vestnik TGASU, 2014, no. 6, pp. 57-69. (In Russian).
    4. Tonkikh G. P., Simakov O. A., et al. Al'bom tekhnicheskikh resheniy po seysmousileniyu elementov zdaniy s nesushchimi stenami iz kamennoy kladki kompozitnymi materialami Fib ARM na osnove uglevolokna [Album of technical solutions for seismic reinforcement of building structures with bearing walls of masonry with composite materials Fib ARM-based carbon fiber]. Moscow, FGBU VNII GOChS Publ., 2012. 71 p. (In Russian).
    5. Kostenko A. N. Prochnost' i deformativnost' tsentral'no- i vnetsentrenno szhatykh kirpichnykh i zhelezobetonnykh kolonn, usilennykh ugle- i steklovoloknom [The strength and deformability of centrically and eccentrically compressed brick and reinforced concrete columns, reinforced carbon - and glass fibre]. Dis. kand. tekhn. nauk. Moscow, 2010. 244 p. (In Russian).
    6. Gasiev A. A. Seysmousilenie sten kirpichnykh zdaniy vneshnim armirovaniem na osnove uglevoloknistoy tkani [Earthquake-proofing walls of brick buildings external reinforcement based on carbon fiber fabric]. Dis. kand. tekhn. nauk. Moscow, 2015. 195 p. (In Russian).
    7. Granovskiy A. V., Sayfulina N. Yu., Ivanova G. M., Efimenko M. N. Seismic resistance of walls made of large-size ceramic porous (polished) multicavity stones with the use of adhesive solution. Promyshlennoe i grazhdanskoe stroitel'stvo, 2013, no. 6, pp. 67-70. (In Russian).
    8. Mohamed A. A., Gawady E., Lestuzzi P., Badoux M. Seismic retrofitting of unreinforced masonry walls using FRP. Composites, 2006, part B37, pp. 148-162.
    9. Hollaway L. C., Teng J. G. Strengthening and rehabilitation of civil infrastructures using fi bre-reinforced polymer (FRP) composites. Woodhead publishing and maney publishing on behalf of the Institute of materials, minerals & mining CRC. Washington, DC Cambridge England, 2002, pp. 235-264.
    10. Tinazzi D., Nanni A. Assessment of technologies of masonry Retrofitting with FRP. Center for infrastructure engineering studies. University of Missouri. Rolla, 2000. 137 p.
  • For citation: Granovsky A. V., Dzhamuev B. K., Osipov P. V., Simakov O. A. Seismic Resistance of Brick Walls of Buildings Reinforced with Composite Materials. Promyshlennoe i grazhdanskoe stroitel 'stvo [Industrial and Civil Engineering], 2017, no. 4, pp. 44-49. (In Russian).
  • BASES AND FOUNDATIONS, UNDERGROUND STRUCTURES
  • Analysis of Operation of a Bracing System of Deep Pit Sheeting under Temperature Changes
  • UDC 624.014.27:624.042.5
    Oleg A. SHULYATYEV, е-mail: niiosp35@yandex.ru
    Valentin S. POSPEKHOV, е-mail: pvs81@mail.ru
    JSC Research Center of Construction, Research Institute of bases and underground structures (NIIOSP) named after N. M. Gersevanov, Ryazansky prospekt, 59, korp. 1, Moscow 109428, Russian Federation
    Abstract. Results of the monitoring of the bracing system made of steel tubes as well as the design of deep excavation wall in the form of a monolithic reinforced concrete "slurry wall" for construction of an office-administrative complex with a 4-level underground parking are analyzed. The results of measuring of the relative deformations and temperature in the struts fixed in the process of the stage-by-stage excavation of the dip are presented. The comparison of the measured relative deformations of the struts with variations in the ambient temperature shows that, when the temperature cyclically changes, compression deformations increase. In this case, after the next increase in temperature, the relative deformations do not return to their original position, which leads to an increase in internal forces in the struts. It is shown that when designing the containment structures, it is necessary to take into account both the impact of temperature changes on the operation of the bracing system and the cyclicity of its changes. The neglect of temperature effects, when calculating the bracing system made of rolled steel, leads to the loss of bearing capacity of struts and emergency situations.
    Key words: bracing system, sheeting, forces in struts, temperature effect.
  • REFERENCES
    1. Teparaksa W., Thasnanipan N., Maung A.W., Tanseng P. Lessons from the collapse during construction of an intel pumping station - Geotechnical instrumentation aspect. Proc. Int. Symp. on Field Measurements in Geomechanics. Singapore, Balkema, Rotterdam, 1-3 December 1999, pp. 247-253.
    2. Moormann Ch. In-site monitoring and analysis of braced excavations with irregular shape. Proc. of the third international symposium on geotechnical aspects of underground construction in soft ground - IS-Toulouse 2002. Geotechnical Aspects of Underground Construction in Soft Ground, pp. 523-528.
    3. Petrukhin V. P., Shulyat'ev V. P., Mozgacheva O. A. Features of construction of the Turkish shopping centre. Osnovaniya, fundamenty i mekhanika gruntov, 2003, no. 2, pp. 6-8. (In Russian).
    4. Petrukhin V. P., Pospekhov V. S., Shulyat'ev O. A. Experience in the design and monitoring of deep Foundation pit. Sb. nauch. tr. NIIOSP im. N. M. Gersevanova. Moscow, 2008, vol. 99, pp. 139-148. (In Russian).
    5. Petrukhin V. P. Shuljatjev O. A., Mozgacheva O. A. Effect of constructional work on settlements of near by structures in underground construction. XIII European conference on soil mechanics and geotechnical engineering. Prague, 2003, vol. 2, pp. 323-328.
    6. Blackburn J. T., Sylvester K., Finno R. J. Observed bracing responses at the Ford Design Center excavation. Proc. 16th International Conference on Soil Mechanics and Geotechnical Engineering. Japan, Osaka, 2005, pp. 1443-1446.
    7. Petrukhin V. P., Shulyat'ev O. A., Mozgacheva O. A. Experience in the design and monitoring of underground part of the Turkish shopping centre. Osnovaniya, fundamenty i mekhanika gruntov, 2004, no. 5, p. 28. (In Russian).
    8. Khritin I. V. Seasonal Changes in Efforts of Excavation Shoring. Promyshlennoe i grazhdanskoe stroitel'stvo, 2016, no. 10, pp. 85-89. (In Russian).
    9. Shulyat'ev O. A., Pospekhov V. S., Shulyat'ev S. O. From the practice of design the building envelope and the Foundation slab of administrative building complex with a four-level underground Parking. Zhilishchnoe stroitel'stvo, 2012, no. 9, pp. 50-53. (In Russian).
  • For citation: Shulyatyev O. A., Pospekhov V. S. Analysis of Operation of a Bracing System of Deep Pit Sheeting under Temperature Changes. Promyshlennoe i grazhdanskoe stroitelstvo [Industrial and Civil Engineering], 2017, no. 4, pp. 50-54. (In Russian).
  • INFORMATION TECHNOLOGIES IN CONSTRUCTION
  • Information Support of Works on Improvement of Territories Adjacent to the Moscow Central Сircle
  • UDC 625.1:711.7-163(47+57)
    Il'ya L. KIEVSKIY
    Maksat H. KURBANOV
    Mariya I. PARHOMENKO, e-mail: mail@dev-city.ru
    Research and Design Center "City Development", prospect Mira, 19, str. 3, Moscow 129090, Russian Federation
    Abstract. General information about the reconstruction of the Little Ring of the Moscow Railways is presented. The organizational features of the program of complex improvement of territories near the Moscow Central Circle, the scale of the project, the territorial dispersion of the production zones of the work, the plurality of program objects with different sets of works, different departmental subordination of program participants, are considered. Actions for coordination and monitoring of the project are outlined. The types and volumes of works on the reconstruction and improvement of the territory of the Moscow Central Circle are described. The general characteristic of the information system developed by the NPTS "City Development" for coordination and control of works is presented. Results of the introduction of this information system as well as some methods for working with it are shown. The developed methods for the coordination of works and their control for the personification of responsibility under conditions of limited time for works performance are presented. When implementing major transport projects and reconstruction projects, converting large areas, this technique may have both practical and training-methodological application.
    Key words: Little Ring of Moscow railway, Moscow Central Circle, reconstruction, mapping information, comprehensive improvement, information system for coordination and control of works.
  • REFERENCES
    1. Levkin S. I., Kievskiy L. V. Program-oriented and goal-oriented approach to urban planning policy. Promyshlennoe i grazhdanskoe stroitel'stvo, 2011, no. 8, pp. 6-9. (In Russian).
    2. Levkin S. I., Kievskiy L. V. Town planning aspects of the sectoral government programs. Promyshlennoe i grazhdanskoe stroitel'stvo, 2012, no. 6, pp. 26-33. (In Russian).
    3. Semechkin A. E. Sistemnyi analiz i sistemotekhnika [System analysis and system engi-neering]. Moscow, SvS - Argus Publ., 2005. 536 p. (In Russian).
    4. Gusakova E. A., Pavlov A. S. Osnovy organizatsii i upravleniya v stroitel'stve [Bases of the organization and management in construction]. Moscow, Yurait Publ., 2016. 318 p. (In Russian).
    5. Kievskiy L. V. Kompleksnost' i potok (organizatsiya zastroiki mikroraiona) [The complexity and the flow (organization development of the neighborhood)]. Moscow, Stroiizdat Publ., 1987. 136 p. (In Russian).
    6. Shul'zhenko S. N., Kievskiy L. V., Volkov A. A. Improving the methodology for assessing the level of the organizational preparation of areas of concentrated construction. Vestnik MGSU, 2016, no. 3, pp. 135-143. (In Russian).
    7. Kievskiy L. V., Kievskiy I. L. Information and mapping technologies as a tool for analysis of city development programs. International Journal of Applied Engineering Research, 2015, vol. 10, no. 20, pp. 40893-40898. Available at: http://www.ripublication.com (accessed 19.01.2017)
    8. Malyha G. G., Sinenko S. A., Vajnshtejn M. S., Kulikova E. N. Structural modeling of data: requisites of data object in construction modeling. Vestnik MGSU, 2012, no. 4, pp. 226-230 (In Russian).
    9. Bogachev S. N., Shkol'nikov A. A., Rozentul R. Je., Klimova N. A. Construction risc ant its minimizing possibilities. Academia. Arhitektura i stroitel'stvo, 2015, no. 1, pp. 88-92. (In Russian).
    10. Kievskiy L. V. Housing reform and private construction sector in Russia. Zhilishhnoe stroitel'stvo, 2000, no. 5, pp. 2-5. (In Russian).
    11. Kievskiy L. V., Kievskiy I. L. Road and bridge construction in the developed urban environment. Promyshlennoe i grazhdanskoe stroitel'stvo. 2011, no. 10, pp. 3-6. (In Russian).
    12. Kievskiy L.V. Planirovanie i organizacija stroitel'stva inzhenernyh kommunikacij [Planning and management of engineering services construction]. Moscow, SvR-ARGUS Publ., 2008. 464 p. (In Russian).
  • For citation: Kievskiy I. L., Kurbanov M. H., Parhomenko M. I. Information Support of Works on Improvement of Territories Adjacent to the Moscow Central Сircle. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering], 2017, no. 4, pp. 55-61. (In Russian).
  • BUILDING MATERIALS AND PRODUCTS
  • Efficient Heat Insulation PENOPLEX® and Reliable Water Proof Insulation PLASTFOIL® GEO for Stylobates and Underground Structures
  • Andrey V. ZHEREBTSOV
    OOO "PENOPLEX SPB", 1A Saperny per., Saint-Petersburg, 191014, Russian Federation
  • Properties of Polystyrene Concretes under Various Types of Static and Dynamic Compression
  • UDC 624.012.45:666.973
    Victor A. RAKHMANOV, e-mail: l.kuzmina@plehanova7.ru
    Alexander A. SAFONOV, e-mail: A.Safonov@vniizhbeton.ru
    Technological Institute "VNIIzhelezobeton", ul. Plehanova, 7, Moscow 111141, Russian Federation
    Abstract. The presented results of tests of strength and deformability properties of heat-insulating-structural (density D350), structural-heat insulating (density D600), and structural (density D1200) polystyrene concrete under the static and dynamic compression show that this material has a rare combination of strength and elastoplastic properties (this is especially relevant under different dynamic loads of a seismic type). Typical deformation diagrams "s-e" of polystyrene concretes at different deformation rates have been obtained. Dependences of the coefficients of dynamic hardening of polystyrene concretes of different classes on the deformation rate have been established. The results obtained can be recommended for practical calculations when designing and developing appropriate normative documents.
    Key words: strength and deformability of polystyrene, density, dynamic hardening coefficient, static and dynamic compression, strain diagram.
  • REFERENCES
    1. Bazhenov Ju. M., Korol' E. A., Erofeev V. T., Mitina E. A. Ograzhdajushhie konstrukcii s ispol'zovaniem betonov nizkoj teploprovodnosti (osnovy teorii, metody rascheta i tehnologicheskoe proektirovanie) [Exterior walls using low thermal conductivity concrete (foundations of the theory, methods of calculation and technological design)]. Moscow, ASV, 2008. 319 p. (In Russian).
    2. Gusev B. V. Prochnost' polidispersnogo kompozitsionnogo materiala i osobennosti napryazhenno-deformirovannogo sostoyaniya takogo materiala pri deystvii szhimayushchikh nagruzok [The strength of polydisperse composite material and features of the stress-strain state of such a material under the action of compressive loads]. Moscow, RAN Publ., 2003. 37 p. (In Russian).
    3. Zhurba O. V. Legkie betony na osnove regenerirovannogo penopolistirol'nogo syr'ja [Lightweight concrete based on recycled polystyrene raw material]. Dis. kand. tehn. nauk. Ulan-Udje, 2007. 144 p. (In Russian).
    4. Bazhenov Y. M., Erofeev V. T., Rimshin V. I., Markov S. V., Kurbatov V. L. Changes in the topology of a concrete porous space in interactions with the external medium. Engineering Solid Mechanics, 2016, no. 4, pp. 219-225.
  • For citation: Rakhmanov V. A., Safonov A. A. Properties of Polystyrene Concretes under Various Types of Static and Dynamic Compression. Promyshlennoe i grazhdanskoe stroitel 'stvo [Industrial and Civil Engineering], 2017, no. 4, pp. 65-71. (In Russian).
  • Polysilicates of Alkaline Metals are Unique Binders for Obtaining of Nano-Disperse Polysilicate Sodium Compositions
  • UDC 661.683
    Batyrbiy D. TOTURBIEV, e-mail: totbat@mail.ru
    Institute of Geology at Dagestan Scientific Center of the Russian Academy of Sciences, Yaragsky ul., 75, Makhachkala 367030, Republic of Dagestan, Russian Federation
    Adilbiy B. TOTURBIEV, e-mail: totbat@mail.ru
    Experimental-Scientific Production Enterprise Ltd, Tube poselok, Kumtorkala rayon 368085, Republic of Dagestan, Russian Federation
    Abstract. Results of the research in obtaining of polysilicates of alkaline metals and efficiency of their use are considered. Advantages and disadvantages of polysilicate sodium compositions as well as the perspectivity of their further study aimed at the development of theoretical basis of synthesis and control over the stability of these systems are presented. It is noted that in most cases the obtaining of polysilicate solutions is the mixing of the stabilized solutions of colloidal silica with hydroxides of alkaline metals or water solutions of alkaline silicates. The possibility of obtaining sodium polysilicates at the level of nano-particles directly in the composition itself that excludes the need for giving the aggregate stability to sodium polysilicates is shown. The dependence of main properties of heat insulation materials, fire-proof concretes on their material and granulometric compositions as well as on technological parameters, completeness of behavior and directedness of physical-chemical processes during the operation of the materials has been established. The studies conducted made it possible to develop the efficient types of fire-proof polysilicate sodium composite binders on the basis of silica sol and fine-disperse anhydrous sodium silicate and refractory substances.
    Key words: polysilicates of alkaline metals, liquid glass, silica sol, crystal hydrates, solutions of colloidal silica, silicate module, water solutions of silicates of quaternary ammonium, aggregate stability, nano-particles.
  • REFERENCES
    1. Aitjanova O. G. Kollidno_himicheskie zakonomernosti polucheniya polisilikatov na osnove gidrozolei kremnezema [Collide-chemical regularities of obtaining of polysilicates on the basis of hydrosols of silica]. Dis. kand. him. nauk. Moscow, 1998. 130 p. (In Russian).
    2. Korneev V. I., Danilov V. V. Rastvorimoe i zhidkoe steklo [Soluble and liquid glass]. St. Petersburg, Stroyizdat Publ., 1996. 216 p. (In Russian).
    3. Ayler R. Himiya kremnezema: rastvorimost, polimerizatsiya, kolloidnyie i poverhnostnyie svoystva, biohimiya [The chemistry of silica: solubility, polymerization, colloid and surface properties and biochemistry of silica]. Moscow, Mir Publ., 1982. Part 1. 416 p. (In Russian).
    4. Bryikov A. S. Silikatnyie rastvoryi i ih primenenie [Silicate solutions and their use]. St. Petersburg, SpbGTI Publ., 2009. 54 p. (In Russian).
    5. Toturbiev B. D, Toturbiev. A. B. Carbide silicon heat-resistant concrete on polysilicate the sodium composite binder. Vestnik VolgGASU. Seriya: Stroitelstvo i arhitektura, 2013, iss. 31(50), part 2, pp. 186-192. (In Russian).
    6. Patent RF 2124475. Sposob polucheniya polisilikatov natriya (variantyi) [The method for producing sodium polysilicates (variants)] / G. N. Pesternikov, A. S. Maksyutin, S. P. Puchkov, V. B. Obuhova. Publ. 1999. Bul. no. 1. (In Russian).
    7. Shabanova N. A., Sarkisov P. D. Osnovyi zol-gel tehnologii nanodispersnogo kremnezema [Bases zol-gel of technology of nanodisperse silicon dioxide]. Moscow, Akademkniga Publ., 2004. 208 p. (In Russian).
    8. Toturbiev A. B. Research in adhesive ability of composite binder on the basis of sodium polysilicates. Promyshlennoe i grazhdanskoe stroitelstvo, 2012, no. 3, pp. 59-61. (In Russian).
    9. Toturbiev A. B., Abdulaev M. A., Cherkashin V. I., Toturbiev B. D. Unburned foam-diatomaceous heat-insulating material on the local natural siliceous raw materials. Promyishlennoe i grazhdanskoe stroitelstvo, 2014, no. 3, pp. 76-79. (In Russian).
    10. Toturbiv B. D. Stroitelnyie materialyi na osnove silikat-natrievyih kompozitsiy [Construction materials on a basis silicate - sodium compositions]. Moscow, Stroyizdat Publ., 1988. 208 p. (In Russian).
  • For citation: Toturbiev B. D., Toturbiev A. B. Polysilicates of Alkaline Metals are Unique Binders for Obtaining of Nano-disperse Polysilicate Sodium Compositions. Promyshlennoe i grazhdanskoe stroitel 'stvo [Industrial and Civil Engineering], 2017, no. 4, pp. 72-76. (In Russian).
  • WATER SUPPLY, SEWERAGE, SYSTEMS OF PROTECTION OF WATER
  • Improving the Design of Water Wells at Infiltration-Type Water Intakes
  • UDC 628.112
    Alexander A. AKULSHIN, e-mail: aculchinaa@mail.ru
    Vladimir I. SHCHERBAKOV, e-mail: aculchinaa@mail.ru
    Valeria S. PEREVERZEVA, e-mail: LP-93@yandex.ru
    Southwest State University, 50 let Oktyabrya, 94, Kursk 305040, Russian Federation
    Abstract. Water intake facilities are one of the most important components of the water supply system determining the operational reliability of the whole system and its technical and economic indicators. Therefore the water intake facilities should be designed with the use of modern methods of calculation of water-intake devices, application of advanced designs of wells, ensuring the long-term period of operation life and minimal rate of performance degradation due to physical wear and tear of the filter and loss of its functional properties. New designs of wells with easily-retrievable filters to perform current and overhaul repairs are proposed; they are characterized by high efficiency and maintainability. The design of a device for retrieving these filters is presented; an analysis of methods for selecting the optimal diameter and length of a well filter is made. The use of a criterion of permissible speed of water entry in the filter, when designing the wells, makes it possible to significantly reduce their cost at ensuring their high efficiency.
    Key words: water intake well, filter, water-bearing stratum, output of well, criterion of permissible speed of water entry in filter.
  • REFERENCES
    1. Bashkatov D. N. Modern tendencies of development of technics and technologies of construction of wells for water. Nedropol'zovanie XXI vek, 2009, no. 6, pp. 52-55. (In Russian).
    2. Matveenkov F. V. General provisions on extend the operation of the waterworks. Bezopasnost' truda v promyshlennosti, 2015, no. 10, pp. 26-29. (In Russian).
    3. Omel'yanyuk M. V. Intensification and resuscitation wells. Neftepromyslovoe delo, 2010, no. 8, pp. 22-25. (In Russian).
    4. Ivashechkin V. V. Improving the design of water wells and methods of their overhaul. Izv. vuzov. Energetika, 2016, no. 2, pp. 175-186. (In Russian).
    5. Kobelev N. S., Akul'shin A. A. Methods of water wells washing in case of sanding-up. Promyshlennoe i grazhdanskoe stroitel'stvo, 2012, no. 4, pp. 6-7. (In Russian).
    6. Akul'shin A. A., Shalay I. S., Pereverzeva V. S. Development of filters for water wells for the hydrogeological conditions of water intakes of the city of Kursk. Izvestiya Yugo-Zapadnogo gos. un-ta. Ser. Tekhnika i tekhnologii, 2014, no. 2, pp. 39-44. (In Russian).
    7. Patent RF 143008. Ustroystvo dlya izvlecheniya fil'tra iz burovoy skvazhiny [Device to extract the filter from the borehole]. Akul'shin A. A., Pereverzeva V. S., Akul'shin V. A., et al. Opubl. 10.07.2014. Byul. no. 19. (In Russian).
    8. Alekseev V. S. The effect of the uneven loading of the filters on the inflow to the well. Vodosnabzhenie i sanitarnaya tekhnika, 2008, no. 8, pp. 34-37. (In Russian).
    9. Zhurba M. G., Sokolov L. I., Govorova Zh. M. Vodosnabzhenie. Proektirovanie sistem i sooruzheniy [Water. Design systems and structures]. Vol. 1. Sistemy vodosnabzheniya, vodozabornye sooruzheniya. Moscow, ASV Publ., 2010. 400 p. (In Russian).
    10. Bredikhin V. V., Akul'shin A. A., Bredikhina N. V., Pereverzeva V. S. The method of determining the coefficients of infiltration water intake filter the type of Kursk. Izvestiya Yugo-Zapadnogo gos. un-ta. Ser. Tekhnika i tekhnologii, 2016, no. 1 (18), pp. 88-92. (In Russian).
    11. Kopanskiy A. G. Study of process parameters, providing a high degree of permeability of filter wells. Vestnik grazhdanskikh inzhenerov, 2015, # 5(52), pp. 110-118. (In Russian).
    12. Alekseev V. S., Teslya V. G. Design criteria of water wells filters. Vodosnabzhenie i sanitarnaya tekhnika, 2009, no. 11, pp. 21-28. (In Russian).
    13. Teslya V. G. The rationale for the length and diameter of the filter in the design of water wells. Vodosnabzhenie i sanitarnaya tekhnika, 2009, no. 10, pp. 32-36. (In Russian).
    14. Martintsov S. M., Alekseev V. S. On the normative identification of the structures of the filters for wells. Vodosnabzhenie i sanitarnaya tekhnika, 2016, no. 1, pp. 24-30. (In Russian).
  • For citation: Akulshin A. A., Shcherbakov V. I., Pereverzeva V. S. Improving the Design of Water Wells at Infiltration-type Water Intakes. Promyshlennoe i grazhdanskoe stroitel 'stvo [Industrial and Civil Engineering], 2017, no. 4, pp. 77-81. (In Russian).
  • Prospects of Construction of Small Hydropower Plants as an Eco-Friendly and Energy Efficient Renewable Energy Source
  • UDC 621.311.21
    Anna A. DORODNYKH, e-mail: annet2510@mail.ru
    Southwest State University, 50 let Oktyabrya, 94, Kursk 305040, Russian Federation
    Abstract. In recent years there is a significant increase in interest in renewable energy sources, hydropower and small hydropower in particular. A large number of innovative projects for the modernization of these industries are being developed everywhere. The development proceeds along the path of localization and mastering of existing technologies produced abroad, as well as at the territory of our state. Small hydropower is especially relevant for remote, inaccessible and isolated energy deficient areas, as well as for local water supply to small towns and settlements. This article discusses the strategic aspects of the use of small HPPs that are environmentally friendly, as well as the relative cheapness of the energy produced. Issues of the use of hydropower resources, which to this day remain practically unused and are conducive to the development of small-scale hydropower engineering in the federal subjects of Russia are considered.
    Key words: industrial architecture, alternative energy, hydropower potential, small hydropower plants, territorial planning, renewable sources.
  • REFERENCES
    1. Poddaeva O. I., Dunichkin I. V., Kochanov O. A. The main approaches to the study of renewable energy as the energy potential of territories and development. Vestnik MGSU, 2012, no. 10, pp. 221-228. (In Russian).
    2. Dunichkin I. V. Territorial planning considering renewable energy sources. Arkhitektura i stroitel'stvo Rossii, 2013, no. 8, pp.13-19. (In Russian).
    3. Available at: https://people.hofstra.edu/geotrans/eng/ch5en/appl5en/worldoilreservesevol.html (accessed 6.03.2017).
    4. Available at: https://yearbook.enerdata.ru/ (accessed 6.03.2017). (In Russian).
    5. Aleksashina V. V. Ecological problems of renewable energy sources. Promyshlennoe i grazhdanskoe stroitel'stvo, 2014, no. 2, pp. 63-66. (In Russian).
    6. Krasnogorskaya N. N., Nafikova E. V., Belozerova E. A., Tunakova Yu. A., Kuznetsova O. N. The use of small hydropower is an environmentally friendly and energy efficient alternative energy source. Vestnik Kazanskogo tekhnologicheskogo universiteta, 2015, vol. 18, no. 18, pp. 234-236. (In Russian).
    7. Ivanov T. S., Badenko N. V., Oleshko V. A. Geoinformation methods of identifying prospective sites for construction of hydropower plants. Inzhenerno-stroitel'nyy zhurnal, 2013, no. 4, pp. 70-82. (In Russian).
    8. Bal'zannikov M. I., Elistratov V. V. Vozobnovlyaemye istochniki energii. Aspekty komplektsnogo ispol'zovaniya [Renewable sources of energy. Aspects of the use.]. Samara, Ofort Publ., 2008. 331 p. (In Russian).
    9. Konovalov Yu. V., Konev V. Yu. Hydroelectric small power. Vestnik AnGTU, 2015, no. 9, pp. 160-163. (In Russian).
    10. Ponomarenko A. S. Classification and prospects of minihydroelectric. Nauchnyy zhurnal KubGAU, 2013, no. 89(05), pp. 790-799. (In Russian).
    11. Bal'zannikov M. I., Evdokomov S. V., Galitskova Yu. M. The development of renewable energy is an important contribution to the protection of the environment. Promyshlennoe i grazhdanskoe stroitel'stvo, 2014, no. 3, pp. 16-19. (In Russian).
  • For citation: Dorodnykh A. A. Prospects of Construction of Small Hydropower Plants as an Eco-friendly and Energy Efficient Renewable Energy Source. Promyshlennoe i grazhdanskoe stroitel 'stvo [Industrial and Civil Engineering], 2017, no. 4, pp. 82-86. (In Russian).