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SAFETY OF BUILDING SYSTEMS. ECOLOGICAL PROBLEMS OF CONSTRUCTION PROJECTS. GEOECOLOGY

Studying the filtration mode of large dams’ foundations on mathematical models

Vestnik MGSU 10/2014
  • Aniskin Nikolay Alekseevich - Moscow State University of Civil Engineering (National Research University) (MGSU) Doctor of Engineering, Professor, Director of Institute of Hydrotechnical and Energy Construction, Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoye shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Antonov Anton Sergeevich - Moscow State University of Civil Engineering (MGSU) postgraduate Student, Department of Hydraulic Engineering Structures, 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 .
  • Mgalobelov Yuriy Borisovich - JSC “Institute Hydroproject” Doctor of Technical Sciences, Academician, Academy of Water Sciences, Professor, Head, Department of Calculating Substantiation, JSC “Institute Hydroproject”, 2 Volokolamskoe shosse, Moscow, 125993, Russian Federation; +7 (495) 940-54-57; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Deyneko Andrey Viktorovich - JSC “Institute Hydroproject” Candidate of Technical Sciences, Assosiate Professor, Deputy Head, Department of Calculating Substantiation, JSC “Institute Hydroproject”, 2 Volokolamskoe shosse, Moscow, 125993, Russian Federation; +7 (495) 926-38-22; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 114-131

The essential issue of engineering safety of high dams is substantiation of the seepage conditions of the dam - foundation system. In most cases, a violation of the filtration mode leads to disruption of the hydraulic structure. The authors analyzed the methods of mathematical simulation of a filtration mode for large dams’ foundations basing on finite element method. Up-to-date computational capability permits solving seepage problems in 3D transient formulation. The possible reasons for filtration mode disturbance in foundations of large dams are observed, as well as the corresponding methods of analytical forecasting for the parameters of inappropriate development of filtration processes. Application of the universal industrial-strength software complexes makes it possible to combine on a single software platform the seepage modeling with other methods of design-basis validation of hydraulic structures, such as computations of stress-strain state, strength and stability of the dam - foundation system. The analysis results should be further used in the calculation of the stress strain state of the structures.

DOI: 10.22227/1997-0935.2014.10.114-131

References
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  2. Rasskazov L.N., Aniskin N.A., Sainov M.P. Analiz sostoyaniya gruntovoy plotiny Kolymskoy GES [State Analysis of Soil Kolyma Hydroelectric Power Station Dam]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2009, special issue no. 2, pp. 111—118.
  3. Loginov V.A., Shabanov V.A. Issledovanie fil'tratsionnykh techeniy v verkhovom kline gruntovoy plotiny [The Study of Filtration Flows in the Upper Wedge of Soil Dam]. Gidrotekhnicheskoe stroitel'stvo [Hydraulic Engineering]. 2011, no. 7, pp. 52—55.
  4. Anakhaev K.N., Shogenova Zh.Kh., Amshokov B.Kh. Raschet fil'tratsii cherez zemlyanye plotiny na pronitsaemom osnovanii raznoy moshchnosti [Calculation of the Filtration through the Earthen Dam on Permeable Foundation of Different Capacity]. Gidrotekhnicheskoe stroitel'stvo [Hydraulic Engineering]. 2011, no. 2. pp. 29—33.
  5. Bukhartsev V.N., Petrichenko M.R. Reshenie zadachi o fil'tratsii v odnorodnom pryamougol'nom gruntovom massive na osnove variatsionnykh printsipov [The Solution of the Problem of Filtering in a Homogeneous Rectangular Earthen Array Basing on Variation Principles]. Gidrotekhnicheskoe stroitel'stvo [Hydraulic Engineering]. 2012, no. 3. pp. 32—37.
  6. Bereslavskiy E.N., Aleksandrova L.A., Pesterev E.V. Matematicheskoe modelirovanie fil'tratsionnykh techeniy pod gidrotekhnicheskimi sooruzheniyami [Mathematical Modeling of Filtration Flows under Hydraulic Structures]. Nauchnye vedomosti Belgorodskogo gosudarstvennogo universiteta. Seriya: Matematika. Fizika [Proceedings of Belgorod State University Series: Mathematics. Phisics]. 2009, no. 16, vol. 5, pp. 32—46.
  7. Polubarinova-Kochina P.Ya. Razvitie issledovaniy po teorii fil'tratsii v SSSR (1917—1967) [The Development of Investigations on Filtration Theory in the USSR (1917—1967)]. Moscow, Nauka Publ.,1969, 545 p.
  8. Belkova I.N., Glagovsy V.B., Pavlovskaya L.N., Radchenko V.G. Otsenka fil'tratsionnoy prochnosti gruntovoy plotiny na primere Irganayskoy GES [Estimation of Seepage Strength of Earth Dam by the Example of Irganaiskaya HPP]. Izvestiya VNIIG imeni B.E. Vedeneeva [News of the All-Union Scientific and Research Institute of Hydraulic Engineering named after B.E. Vedeneev]. 2011, vol. 264, pp. 3—12.
  9. Mishin D.V. Programmnaya arkhitektura i interaktivnaya sreda konechno-elementnogo raschetnogo kompleksa DISK-Geomekhanika [Program Arcgitecture and Interactive Environment of DISK-Geomechanics Finite Element Computation Set]. Izvestiya VNIIG imeni B.E. Vedeneeva [News of the All-Union Scientific and Research Institute of Hydraulic Engineering named after B.E. Vedeneev]. 2002, vol. 241, pp. 193—196.
  10. Belov A.N., Gorokhov E.N. Trekhmernoe matematicheskoe modelirovanie temperaturnogo rezhima gruntovykh plotin v kriolitozone [3D Thermal Modeling of Soil Dams in Cryolithic Zone]. Privolzhskiy nauchnyy zhurnal [Privolzhsky Scientific Review]. 2010, no. 1, pp. 65—71.
  11. Panov C.I., Buryakov O.A., Pryamitskiy A.V., Bichkov E.A. Vliyanie granichnykh i nachal'nykh usloviy na rezul'taty raschetov temperaturnogo sostoyaniya gruntovykh plotin na severe [Influence of Boundary and Initial Conditions on the Calculation Results of Thermal State of Earth Dams in the North]. Izvestiya VNIIG imeni B.E. Vedeneeva [News of the All-Union Scientific and Research Institute of Hydraulic Engineering named after B.E. Vedeneev]. 2012, vol. 266, pp. 44—54.
  12. Aniskin N.A. Temperaturno-fil’tratsionnyy rezhim osnovaniya i plotiny Kureyskoy GES vo vtorom pravoberezhnom ponizhenii [Thermal and Filtration Behaviour of Dam Base and Structure of Kureyskaya Hydro-electric Power Plant at the Second Reduced Level of the Right Bank]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2006, no. 2, pp. 43—52.
  13. Gorokhov E.N. Temperaturnyy rezhim gruntov levoberezhnogo primykaniya Vilyuyskoy GES-3 [Thermal Mode of Soils of the Left-bank Abutment of Vilyuyskaya-3 Hydroelectric Power Plant]. Gidrotekhnicheskoe stroitel’stvo [Hydraulic Engineering]. 2003, no. 2, pp. 12—15.
  14. Gorokhov E.N. Teoriya i metod rascheta temperaturno-kriogennogo rezhima plotin iz kamennoy nabroski v kriolitozone [Theory and Method of Analysis of Thermal and Cryogenic Mode of Rock-mound Dams in the Permafrost Zone]. Izvestiya vuzov. Stroitel’stvo [News of Institutions of Higher Education. Construction]. 2005, no. 9, pp. 32—39.
  15. Markhilevich O.K. Primenenie metodov modelirovaniya geofil'tratsii pri proektirovanii gidrotekhnicheskikh sooruzheniy [Application of modeling techniques of geofiltration when designing hydraulic structures]. Gidrotekhnicheskoe stroitel'stvo [Hydro Review]. 2009, no. 4, pp. 61—72.
  16. Suntsov N.N. Metody analogiy v aerogidrodinamike [Analog Method in Aerohydrodynamics]. Moscow, Fizmatlit Publ., 1958, 324 p.
  17. Aniskin N.A. Temperaturno-fil’tratsionnyy rezhim prigrebnevoy zony gruntovoy plotiny v surovykh klimaticheskikh usloviyakh [Thermal and Filtration Behaviour of the Earth Dam Crest Area in Severe Climatic Conditions]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2013, no. 4, pp. 129—137.
  18. Sheng-Hong C. Adaptive FEM Analysis for Two-dimensional Unconfined Seepage Problems. Journal of Hydrodynamics. 1996, Ser. B, vol. 8, no. 1, pp. 60—66.
  19. Basov K.A. ANSYS: spravochnik pol'zovatelya [ANSYS. The User's Guide]. Moscow, DMK Press Publ., 2011, 640 p.
  20. Zhao Xiao-xi, Zhang Bao-lei, Wang Zong-ming. Stability Analysis of Seepage Flow through Earth Dam of Huangbizhuang. Reservoir Based on ANSYS/APDL Rock and Soil Mechanics. 2005. Available at: http://en.cnki.com.cn/Article_en/CJFDTotal-YTLX2005S2053.htm. Date of access: 24.08.2014.
  21. Kaplun A.B., Morozov E.M., Olfer'eva M.A. ANSYS v rukakh inzhenera. Prakticheskoe rukovodstvo [ANSYS in the Hands of an Engineer. Practical Guide.]. Moscow, Librokom Publ., 2014, 272 p.
  22. Locke M., Indraratna B., Adikari G. Time-Dependent Particle Transport through Granular Filters. Journal of Geotechnical and Geoenvironmental Engineering. 2001, vol. 127, no. 6, pp. 521—528.
  23. Mgalobelov Yu.B., Deyneko A.V. Raschetnoe obosnovanie bezopasnosti sovremennykh gidrotekhnicheskikh sooruzheniy i osobennosti ucheta vozdeystviy ot tekhnologicheskogo oborudovaniya pri zemletryasenii [Justifying Calculations of Modern Waterworks Safety and Peculiarities of Account for the Process Equipment Impact in Case of Earthquakes]. Gidrotekhnicheskoe stroitel'stvo [Hydraulic Engineering]. 2010, no. 7, pp. 46—51.
  24. Evstigneev N.M. Uskorenie raschetov inzhenernykh zadach, privodimykh k ellipticheskim operatoram, s ispol'zovaniem graficheskogo protsessora tekhnologii CUDA [Acceleration of Engineering Problems Calculation, which are Reduced to Elliptic Operators with GPU Technology CUDA]. Stroitel'noe proektirovanie [Construction Design]. 2009, no. 2, pp. 55—60.

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COMPUTER-ASSISTED DEVELOPMENT OF OPERATIONAL PLANS OF THE MANUFACTURING OF CONSTRUCTION PRODUCTS AT FACTORIES OF THE CONSTRUCTION INDUSTRY

Vestnik MGSU 12/2012
  • Efimenko Anatoliy Zakharovich - Moscow State University of Civil Engineering (MGSU) Doctor of Technical Sciences, Professor, Department of Technology of Finishing and Isolation Materials, 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 .
  • Razutov Georgiy Yur'evich - "Elektronnye finansy" General Director, "Elektronnye finansy", 62 Mnevniki Nizhn. St., Moscow, 123423, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 260 - 268

The authors of the paper argue that a multi-component approach and employment of software are required to assure successful management of the manufacturing process in the construction industry. The authors propose different alternative models of day-to-day control and production scheduling to be implemented into the production procedures at factories engaged in the manufacturing of a wide range of reinforced products. A peculiar feature of the proposed production procedures consists in the capability of a factory to produce different types of articles within one day, although at a certain moment of time only one type of articles is manufactured.
The proposed model is used to develop a production schedule for the manufacturing of different articles for each day of a month to assure such throughput and daily stock of articles in the warehouse that could meet the demand for the products and structures in question.
Presently, the criterion to serve as the basis for the computer-aided identification of the production schedule within the framework of the process of manufacturing of different articles should include maximal revenues; however, the final selection of the production schedule option should be made by decision makers on the basis of the feasibility study.

DOI: 10.22227/1997-0935.2012.12.260 - 268

References
  1. Efimenko A.Z. Upravlenie predpriyatiyami stroyindustrii na osnove informatsionnykh tekhnologiy [Management of Construction Industry Enterprises on the Basis of Information Technologies]. Ìoscow, ASV Publ., 2009, 303 ð.
  2. Efimenko A.Z. Razvitie i vyyavlenie rezervov moshchnosti predpriyatiy stroyindustrii [Development and Identification of Unused Capacities of Construction Industry Enterprises]. Ìoscow, MGSU Publ., 2012, 198 ð.
  3. Mescon M.H., Albert M., Hedoury F. Osnovy menedzhmenta [Fundamentals of Management]. Ìoscow, I.D. Williams Publ., 2009.
  4. Volkov A.A., Pikhterev D.V. K voprosu ob organizatsii informatsionnogo obespecheniya stroitel’nogo ob”ekta [On the Issue of Arrangement of Information Support of a Construction Facility]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2011, no. 6, pp. 460—462.
  5. Nikolaev S.V. Modernizatsiya bazy krupnopanel'nogo domostroeniya – lokomotiv stroitel'stva sotsial'nogo zhil'ya [Modernization of the Base of Prefabricated Large-panel Housing Construction as the Driving Force of the Social Housing Construction]. Zhilishchnoe stroitel’stvo [Residential Housing Construction]. 2011, no. 3, pp. 3—8.

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Elastic surface simulation as part of the computational solution to dynamic problems of the theory of elasticity with account for the conditions that cause non-reflection from the boundaries of the computational domain

Vestnik MGSU 9/2012
  • Nemchinov Vladimir Valentinovich - Moscow State University of Civil Engineering (MGSU) Candidate of Technical Sciences, Professor, Department of Applied Mechanics and Mathematics, Mytischi Branch 8 (495) 583-73-81, Moscow State University of Civil Engineering (MGSU), 50 Olimpiyskiy prospekt, Mytischi, Moscow Region, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 144 - 147

The author describes the application of certain conditions that deprive the boundaries of certain
areas from reflecting properties. A numerical simulation of the elastic wave propagation pattern
in the infinite media is to be incorporated into the study of the impact of seismic loads produced on
buildings and structures.
The problem of elimination of reflected waves from the set of boundaries in the course of
calculation of dynamic problems of the theory of elasticity is quite important at this time. The study
of interaction between elastic waves and various engineering facilities has been unfeasible for quite
a long time.
A well-known method of generating counter-propagating waves at the boundary is applied
to compensate for the accumulation of longitudinal and transverse waves. The boundary ratio is
derived for longitudinal, transverse and other types of waves, including conical surface Rayleigh
waves, to check the performance of the proposed methodology.
Longitudinal, transverse, and conical surface Rayleigh waves as the main carriers of the elastic
energy fail to represent the relation. The problem is solved numerically through the application
of the dynamic finite element method. The numerical solution is capable of taking account of the
internal points of the area.

DOI: 10.22227/1997-0935.2012.9.144 - 147

References
  1. Il’gamov M.A., Gil’manov A.N. Neotrazhayushchie usloviya na granitsakh raschetnoy oblasti [Non-reflecting Conditions at the Boundaries of the Computational Domain]. Moscow, Fizmatlit Publ., 2003, 238 p.
  2. Nemchinov V.V. Difraktsiya ploskoy prodol’noy i poperechnoy volny na kruglom otverstii [Diffraction of Plane Longitudinal and Transverse Waves at the Circular Aperture]. Vestnik TsNIISK [Proceedings of Central Research Institute of Structural Units]. 2010, no. 10.
  3. Musaev V.K. Difraktsiya prodol’noy volny na kruglom i kvadratnom otverstiyakh v uprugoy srede [Diffraction of a Longitudinal Wave in Circular and Square Holes of the Elastic Medium]. Abstracts of the “Dissemination of Elastic Waves” Conference. Frunze, Frunze Institute of Technology, 1983, Part 1, pp. 72—74.
  4. Musaev V.K. Metod konechnykh elementov v dinamicheskoy teorii uprugosti [The Finite Element Method in the Dynamic Theory of Elasticity]. Prikladnye problemy prochnosti i plastichnosti [Engineering Problems of Strength and Ductility]. 1983, no. 24, pp. 161—162.
  5. Musaev V.K. Reshenie zadach o rasprostranenii voln metodom konechnykh elementov [Using the Finite Element Method to Resolve the Problems of Wave Propagation]. Mekhanika deformiruemogo tverdogo tela. Referativnyy zhurnal. [Mechanics of Deformable Solid Bodies. A Journal of Abstracts]. 1986, no. 10, p. 15.

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