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

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

M. L. Zotsenko

12-19
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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
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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
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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
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DRILL INJECTED TECHNOLOGY APPLICATION EXPERIENCE FOR THE PURPOSE OF GROUND REINFORCEMENT AND PILE ERECTION DURING RECONSTRUCTION

S. V. Ihnatov

45-53
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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
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«BUILDING – BASE» SYSTEM BOUNDARY DEFORMATIONS EXCEEDING PROBABILISTIC ESTIMATION METHODOLOGY

O. V. Kichaeva

61-69
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CONSTRUCTIONAL FEATURES OF HEGUMEN HOUSE IN CHERNIHIV

М. V. Kornienko, М. М. Korzachenko, М. G. Bolotov, О. М. Horb

70-75
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FILTRATION OF SALINE SOLUTIONS IN SOIL ENVIRONMENTS

M. T. Kuzlo, P. M. Martyniuk

76-81
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DETERMINATION OF THE MAIN DESIGN PARAMETERS FOR SOIL CHEMICAL STABILIZATION

G. M. Levenko

82-87
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COMPRESSIBLE THICKNESS DEPTH DETERMINATION UNDER DIFFERENT CALCULATION METHODS OF THE SETTLEMENTS ACCORDING TO NATIONAL AND EUROPEAN STANDARDS

N. G. Lobacheva

88-98
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ACTUAL DESIGN MODEL DEVELOPMENT OF PROTECTIVE SCREEN OVER THE ACTIONS OF SUBWAY LINES

V. G. Pastushkov, A. A. Dalidovskaya

99-107
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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
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PREPARATORY STAGE FOR MONITORING THE LOAD-BEARING STRUCTURES OF THE OPERATED SUBWAY STATION

G. P. Pastushkov, M. A. Kisel

116-125
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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
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FORMATION OF THE FOUNDATIONS STRESS-STRAIN STATE FROM THE LOCATION CHANGE AND PILES PARAMETERS

V. L. Pidlutskyi

135-143
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COMPARISON OF THE SOIL DEFORMATION MODULUS VALUES RECEIVED BY THE LABORATORY AND IN SITU TESTS RESULTS

S. V. Poklonskyi, M. V. Korniyenko

144-151
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IRON ORE MINING GEOMECHANICAL PROBLEMS IN UKRAINE

S. O. Popov, R. A. Timchenko, O. O. Yerina

152-158
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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
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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
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SINGLE PILES SETTLEMENT UNDER THE ACTION OF NEGATIVE FRICTION FORCES

O. V. Samorodov, D. L. Muliar, S. V. Tabachnikov

171-176
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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
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PROBLEMS OF SUBWAY CONSTRUCTION IN COMPLEX ENGINEERING AND GEOLOGICAL CONDITIONS BY THE EXAMPLE OF KHARKІV CITY

G. G. Strizhelchik, V. Yu. Iegupov

195-200
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RATIONAL PLANNING OF PILE FOUNDATIONS

V. V. Suprunyuk, M. A. Fursovych

201-206
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CONSTRUCTION SOLUTION OF FOLDED-PLATE SHELL FOUNDATION FOR POWER TRANSMISSION TOWERS

R. A. Timchenko, D. A. Krishko, I. V. Khoruzhenko

207-213
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CONSTRUCTIVE SOLUTION OF A TUNNEL UNDER THE EXISTING HIGHWAY

R. A. Timchenko, D. A. Krishko, S. О. Macyshin

214-220
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EXPERIMENTAL RESEARCH TECHNIQUE OF RETAINING WALLS OF A SPECIAL TYPE

R. A. Timchenko, D. A. Krishko, V. O. Savenko

221-226
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MOISTURE CONDITIONS PATTERNS IN ROAD EMBANKMENT CLAY SOILS DEPTH

Yu. L. Vynnykov, T. V. Lvovska

227-233
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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
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TRANSVERSAL LOADED PILES DEFORMATION TASK DECISION METHOD

S. V. Yesakova

243-251
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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
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ENGINEERING PROTECTION ECO-SYSTEMS TERRITORIES ON THE BIOSPHERE COMPATIBILITY PRINCIPLES APPLICATION

D. O. Chernyshev

261-269
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EXPERIMENTAL RESEARCH METHODOLOGY OF FULL-SCALE STEEL AND CONCRETE COMPOSITE CABLE SPACE FRAME PROTOTYPE

L. I. Storozhenko, G. M. Hasii

270-276
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ASSURANCE OF STRUCTURAL STEEL SURVIVABILITY BASED ON RESERVATION OF PRODUCTION FACILITIES CORROSION PROOFNESS

I. V. Kuschenko

277-284
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LIGHT CONCRETE COMPOSITE SLAB WITH FLEXIBLE REINFORCEMENT STRESS-STRAIN STATE MODELING BY FINITE ELEMENT METHOD

O. P. Voskobiinyk, O. V. Cherednikova

285-294
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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
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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
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