Vol. 2 No. 49 (2017): ACADEMIC JOURNAL INDUSTRIAL MACHINE BUILDING, CIVIL ENGINEERING

View Vol. 2 No. 49 (2017): ACADEMIC JOURNAL INDUSTRIAL MACHINE BUILDING, CIVIL ENGINEERING
DOI: https://doi.org/10.26906/znp.2017.49
Published: 2018-01-31

Full Issue

Статті

  • COOPERATION OF UKRAINIAN SOCIETY FOR SOIL MECHANICS, GEOTECHNICS AND FOUNDATION ENGINEERING WITH INTERNATIONAL SOCIETY ISSMGE

    P. I. Kryvosheiev, P. M. Kozeletskiy, V. M. Senatorov, M. V. Kornienko
    5-11
    DOI: https://doi.org/10.26906/znp.2017.49.816

  • THE HISTORY OF CREATION AND THE ESSENCE OF THE COMBINED SOILS TESTING OF PENETRATION AND ROTATIONAL CUT METHOD

    M. L. Zotsenko
    12-19
    DOI: https://doi.org/10.26906/znp.2017.49.817

  • THE DEVELOPMENT OF THE NATIONAL LEGAL FRAMEWORK ON THE BASES AND FOUNDATIONS FOR BUILDINGS AND STRUCTURES DESIGN

    Yu. S. Slyusarenko, V. A. Titarenko, Yu. B. Melashenko, V. D. Shuminskiy, М. L. Zotsenko, Yu. L. Vynnykov
    20-31
    DOI: https://doi.org/10.26906/znp.2017.49.818

  • USING OF DYNAMIC AND STATIC LOAD PILING TESTS IN ASTANA, KAZAKHSTAN

    A. Z. Zhussupbekov, Z. A. Shakhmov, G. T. Tleulenova, S. B. Akhazhanov
    32-37
    DOI: https://doi.org/10.26906/znp.2017.49.819

  • MODEL TESTING OF PILED CLUSTERS AND LARGE MONO-PILES OF IMPROVED DESIGN

    M. P. Doubrovsky, I. Yu. Dobrov, A. V. Gerashchenko, O. M. Dubrovska
    38-44
    DOI: https://doi.org/10.26906/znp.2017.49.822

  • DRILL INJECTED TECHNOLOGY APPLICATION EXPERIENCE FOR THE PURPOSE OF GROUND REINFORCEMENT AND PILE ERECTION DURING RECONSTRUCTION

    S. V. Ihnatov
    45-53
    DOI: https://doi.org/10.26906/znp.2017.49.823

  • THE ANALYSIS OF THE STRESS-STRAIN STATE OF THE SYSTEM «BASEMENT - PILE FOUNDATION – STRUCTURE» CONSIDERING SWELLING PROPERTIES OF SOILS

    I. V. Khrapatova, O. V. Krotov
    54-60
    DOI: https://doi.org/10.26906/znp.2017.49.824

  • «BUILDING – BASE» SYSTEM BOUNDARY DEFORMATIONS EXCEEDING PROBABILISTIC ESTIMATION METHODOLOGY

    O. V. Kichaeva
    61-69
    DOI: https://doi.org/10.26906/znp.2017.49.825

  • CONSTRUCTIONAL FEATURES OF HEGUMEN HOUSE IN CHERNIHIV

    М. V. Kornienko, М. М. Korzachenko, М. G. Bolotov, О. М. Horb
    70-75
    DOI: https://doi.org/10.26906/znp.2017.49.826

  • FILTRATION OF SALINE SOLUTIONS IN SOIL ENVIRONMENTS

    M. T. Kuzlo, P. M. Martyniuk
    76-81
    DOI: https://doi.org/10.26906/znp.2017.49.827

  • DETERMINATION OF THE MAIN DESIGN PARAMETERS FOR SOIL CHEMICAL STABILIZATION

    G. M. Levenko
    82-87
    DOI: https://doi.org/10.26906/znp.2017.49.828

  • COMPRESSIBLE THICKNESS DEPTH DETERMINATION UNDER DIFFERENT CALCULATION METHODS OF THE SETTLEMENTS ACCORDING TO NATIONAL AND EUROPEAN STANDARDS

    N. G. Lobacheva
    88-98
    DOI: https://doi.org/10.26906/znp.2017.49.829

  • ACTUAL DESIGN MODEL DEVELOPMENT OF PROTECTIVE SCREEN OVER THE ACTIONS OF SUBWAY LINES

    V. G. Pastushkov, A. A. Dalidovskaya
    99-107
    DOI: https://doi.org/10.26906/znp.2017.49.830

  • ASSESSMENT OF THE TECHNICAL STATE OF TIMBER OUTLET ELEMENTS OF UNDERGROUND SUPERSTRUCTURES WHILE HOLDING THE MONITORING OF OPERATING UNDERGROUND RUNNING LINE TUNNELS IN MINSK

    V. G. Pastushkov, V. V. Kastsiukovich
    108-115
    DOI: https://doi.org/10.26906/znp.2017.49.831

  • PREPARATORY STAGE FOR MONITORING THE LOAD-BEARING STRUCTURES OF THE OPERATED SUBWAY STATION

    G. P. Pastushkov, M. A. Kisel
    116-125
    DOI: https://doi.org/10.26906/znp.2017.49.832

  • PRINCIPLES OF CALCULATION AND MONITORING OF STRESS-STRAIN STATE OF THE GRADE-SEPARATED TRAFFIC INTERCHANGES IN MINSK

    G. P. Pastushkov, V. G. Pastushkov
    126-134
    DOI: https://doi.org/10.26906/znp.2017.49.833

  • FORMATION OF THE FOUNDATIONS STRESS-STRAIN STATE FROM THE LOCATION CHANGE AND PILES PARAMETERS

    V. L. Pidlutskyi
    135-143
    DOI: https://doi.org/10.26906/znp.2017.49.834

  • COMPARISON OF THE SOIL DEFORMATION MODULUS VALUES RECEIVED BY THE LABORATORY AND IN SITU TESTS RESULTS

    S. V. Poklonskyi, M. V. Korniyenko
    144-151
    DOI: https://doi.org/10.26906/znp.2017.49.835

  • IRON ORE MINING GEOMECHANICAL PROBLEMS IN UKRAINE

    S. O. Popov, R. A. Timchenko, O. O. Yerina
    152-158
    DOI: https://doi.org/10.26906/znp.2017.49.836

  • INFLUENCE OF DISTANCE BETWEEN A RETAINING WALL AND THE EXISTING BUILDING ON STRESS-STRAIN STATE OF THE SYSTEM «RETAINING STRUCTURES – SOIL MASSIF»

    V. V. Ruchkivskyi
    159-170
    DOI: https://doi.org/10.26906/znp.2017.49.837

  • INVESTIGATION OF GROUND AND FOUNDATION CONDITION INFLUENCE ON THE SPASO-PREOBROZHENSKAYA CHURCH CONSTRUCTIONS IN POLOTSK

    K. K. Shykuts, A. A. Botyanovskiy, V. G. Pastushkov
    177-185
    DOI: https://doi.org/10.26906/znp.2017.49.840

  • SINGLE PILES SETTLEMENT UNDER THE ACTION OF NEGATIVE FRICTION FORCES

    O. V. Samorodov, D. L. Muliar, S. V. Tabachnikov
    171-176
    DOI: https://doi.org/10.26906/znp.2017.49.839

  • THE REDISTRIBUTION OF THE HEIGHT RETAINING WALLS LEVELS, ITS EFFECT AT THE STRESS-STRAIN STATE OF THE SYSTEM «RETAINING STRUCTURES – SOIL MASS»

    L. O. Skochko
    186-194
    DOI: https://doi.org/10.26906/znp.2017.49.841

  • PROBLEMS OF SUBWAY CONSTRUCTION IN COMPLEX ENGINEERING AND GEOLOGICAL CONDITIONS BY THE EXAMPLE OF KHARKІV CITY

    G. G. Strizhelchik, V. Yu. Iegupov
    195-200
    DOI: https://doi.org/10.26906/znp.2017.49.842

  • RATIONAL PLANNING OF PILE FOUNDATIONS

    V. V. Suprunyuk, M. A. Fursovych
    201-206
    DOI: https://doi.org/10.26906/znp.2017.49.843

  • CONSTRUCTION SOLUTION OF FOLDED-PLATE SHELL FOUNDATION FOR POWER TRANSMISSION TOWERS

    R. A. Timchenko, D. A. Krishko, I. V. Khoruzhenko
    207-213
    DOI: https://doi.org/10.26906/znp.2017.49.844

  • CONSTRUCTIVE SOLUTION OF A TUNNEL UNDER THE EXISTING HIGHWAY

    R. A. Timchenko, D. A. Krishko, S. О. Macyshin
    214-220
    DOI: https://doi.org/10.26906/znp.2017.49.845

  • EXPERIMENTAL RESEARCH TECHNIQUE OF RETAINING WALLS OF A SPECIAL TYPE

    R. A. Timchenko, D. A. Krishko, V. O. Savenko
    221-226
    DOI: https://doi.org/10.26906/znp.2017.49.846

  • MOISTURE CONDITIONS PATTERNS IN ROAD EMBANKMENT CLAY SOILS DEPTH

    Yu. L. Vynnykov, T. V. Lvovska
    227-233
    DOI: https://doi.org/10.26906/znp.2017.49.847

  • LONG-TERM SUBSIDENCE OF A MULTISTORY BUILDING ON THE BASE REINFORCED WITH SOIL CEMENT ELEMENTS

    Yu. L. Vynnykov, I. V. Miroshnychenko, О. М. Landar, V. М. Zotsenko, P. M. Omelchenko
    234-242
    DOI: https://doi.org/10.26906/znp.2017.49.850

  • TRANSVERSAL LOADED PILES DEFORMATION TASK DECISION METHOD

    S. V. Yesakova
    243-251
    DOI: https://doi.org/10.26906/znp.2017.49.851

  • FOUNDATIONS OF THE HIGH RISE BUILDING IN THE AREA OF UNDERGROUND MINING

    М. L. Zotsenko, Yu. L. Vynnykov, М. O. Kharchenko, L. G. Nalyvaiko, V. M. Mitinskiy, A. Aniskin
    252-260
    DOI: https://doi.org/10.26906/znp.2017.49.852

  • ENGINEERING PROTECTION ECO-SYSTEMS TERRITORIES ON THE BIOSPHERE COMPATIBILITY PRINCIPLES APPLICATION

    D. O. Chernyshev
    261-269
    DOI: https://doi.org/10.26906/znp.2017.49.853

  • EXPERIMENTAL RESEARCH METHODOLOGY OF FULL-SCALE STEEL AND CONCRETE COMPOSITE CABLE SPACE FRAME PROTOTYPE

    L. I. Storozhenko, G. M. Hasii
    270-276
    DOI: https://doi.org/10.26906/znp.2017.49.854

  • ASSURANCE OF STRUCTURAL STEEL SURVIVABILITY BASED ON RESERVATION OF PRODUCTION FACILITIES CORROSION PROOFNESS

    I. V. Kuschenko
    277-284
    DOI: https://doi.org/10.26906/znp.2017.49.855

  • LIGHT CONCRETE COMPOSITE SLAB WITH FLEXIBLE REINFORCEMENT STRESS-STRAIN STATE MODELING BY FINITE ELEMENT METHOD

    O. P. Voskobiinyk, O. V. Cherednikova
    285-294
    DOI: https://doi.org/10.26906/znp.2017.49.856

  • APPLICATION OF HYDROPHOBIC CEMENT SLURRIES «RAN-M» OF «RAMSINKS-2M» GROUP TO AVOID FLUID KICK

    O. I. Nalyvaiko, O. L. Melnikov, L. G. Nalyvaiko, R. V. Petrash, V. N. Khivrenko
    295-300
    DOI: https://doi.org/10.26906/znp.2017.49.857

  • PREPARATION OF MULTIFUNCTIONAL LAYERED OXIDE REE-CONTAINING MATERIALS

    O. G. Dryuchko, D. O. Storozhenko, N. V. Bunjakìna, I. O. Ivanytska, V. O. Khanyukov, К. O. Kytayhora
    301-308
    DOI: https://doi.org/10.26906/znp.2017.49.858