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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

  • CONSTRUCTIONAL FEATURES OF HEGUMEN HOUSE IN CHERNIHIV

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

  • FILTRATION OF SALINE SOLUTIONS IN SOIL ENVIRONMENTS

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

  • DETERMINATION OF THE MAIN DESIGN PARAMETERS FOR SOIL CHEMICAL STABILIZATION

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

  • IRON ORE MINING GEOMECHANICAL PROBLEMS IN UKRAINE

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

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

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

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

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

  • SINGLE PILES SETTLEMENT UNDER THE ACTION OF NEGATIVE FRICTION FORCES

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

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

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

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

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

  • RATIONAL PLANNING OF PILE FOUNDATIONS

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

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

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

  • CONSTRUCTIVE SOLUTION OF A TUNNEL UNDER THE EXISTING HIGHWAY

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

  • EXPERIMENTAL RESEARCH TECHNIQUE OF RETAINING WALLS OF A SPECIAL TYPE

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

  • MOISTURE CONDITIONS PATTERNS IN ROAD EMBANKMENT CLAY SOILS DEPTH

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

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

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

  • TRANSVERSAL LOADED PILES DEFORMATION TASK DECISION METHOD

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

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

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

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

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

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

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

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

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

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

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

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

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

  • PREPARATION OF MULTIFUNCTIONAL LAYERED OXIDE REE-CONTAINING MATERIALS

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