Academic journal.

Industrial Machine Building, Civil Engineering

National University "Yuri Kondratyuk Poltava Polytechnic"

№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