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Academic journal.

Industrial Machine Building, Civil Engineering

Poltava National Technical Yuri Kondratyuk University

№2 (49) 2017

 

Title letter

 

 

Content

 

1

Kryvosheiev P.I.Kozeletskiy P.M.Senatorov V.M.Kornienko M.V.

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

5

2

Zotsenko M.L.

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

12

3

Slyusarenko Yu.S.Titarenko V.A., Melashenko Yu.B., Shuminskiy V.D.Zotsenko М.L.Vynnykov Yu.L.

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

20

4

Zhussupbekov A.Z., Shakhmov Z.A., Tleulenova G.T., Akhazhanov S.B.

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

32

5

Doubrovsky M.P., Dobrov I.Yu., Gerashchenko A.V., Dubrovska O.M.

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

38

6

Ihnatov S.V.

Drill injected TECHNOLOGY application EXPERIENCE for the purpose of ground reinforcement and pile erection DURING RECONSTRUCTION

45

7

Khrapatova I.V.Krotov O.V.

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

54

8

Kichaeva O.V.

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

61

9

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

CONSTRUCTIONAL FEATURES OF HEGUMEN HOUSE IN CHERNIHIV

70

10

Kuzlo M.T.Martyniuk P.M.

FILTRATION OF SALINE SOLUTIONS IN SOIL ENVIRONMENTS

76

11

Levenko G.M.

DETERMINATION OF THE MAIN DESIGN PARAMETERS FOR SOIL CHEMICAL STABILIZATION

82

12

Lobacheva N.G.

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

88

13

Pastushkov V.G.Dalidovskaya A.A.

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

99

14

Pastushkov V.G.Kastsiukovich V.V.

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

108

15

Pastushkov G.P.Kisel M.A.

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

116

16

Pastushkov G.P.Pastushkov V.G.

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

126

17

Pidlutskyi V.L.

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

135

18

Poklonskyi S.V.Korniyenko M.V.

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

144

19

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

IRON ORE MINING GEOMECHANICAL PROBLEMS IN UKRAINE

152

20

Ruchkivskyi V.V.

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

159

21

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

SINGLE PILES SETTLEMENT UNDER THE ACTION OF NEGATIVE FRICTION FORCES

171

22

Shykuts K.K.Botyanovskiy A.A.Pastushkov V.G.

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

177

23

Skochko L.O.

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

186

24

Strizhelchik G.G.Iegupov V.Yu.

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

195

25

Suprunyuk V.V.Fursovych M.A.

RATIONAL PLANNING OF PILE FOUNDATIONS

201

26

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

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

207

27

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

CONSTRUCTIVE SOLUTION OF A TUNNEL UNDER THE EXISTING HIGHWAY

214

28

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

EXPERIMENTAL RESEARCH TECHNIQUEOF RETAINING WALLS OF A SPECIAL TYPE

221

29

Vynnykov Yu.L.Lvovska T.V.

MOISTURE CONDITIONS PATTERNS IN ROAD EMBANKMENT CLAY SOILS DEPTH

227

30

Vynnykov Yu.L.Miroshnychenko I.V.Landar О.М.Zotsenko V.М.Omelchenko P.M.

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

234

31

Yesakova S.V.

TRANSVERSAL LOADED PILES DEFORMATION TASK DECISION METHOD

243

32

Zotsenko М.L.Vynnykov Yu.L.Kharchenko М.O.NalyvaikoL.G.MitinskiyV.M.Aniskin A.

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

252

33

Chernyshev D.O.

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

261

34

Storozhenko L.I.Hasii G.M.

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

270

35

Kuschenko I.V.

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

277

36

Voskobiinyk O.P.Cherednikova O.V.

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

285

37

Nalyvaiko O.I.Melnikov O.L.Nalyvaiko L.G.Petrash R.V.Khivrenko V.N.

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

295

38

Dryuchko O.G., Storozhenko D.O., Bunjakìna N.V., Ivanytska I.O., Khanyukov V.O., Kytayhora К.O.

PREPARATION OF MULTIFUNCTIONAL LAYERED OXIDE REE-CONTAINING MATERIALS

301

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