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Home / Journals / Construction and Architecture / Rubric 05.23.02 BASES AND FOUNDATION, UNDERGROUND CONSTRUCTIONS

Articles of rubric " 05.23.02 BASES AND FOUNDATION, UNDERGROUND CONSTRUCTIONS " of journal " CONSTRUCTION AND ARCHITECTURE "

SHEET PILE EMBEDMENT LENGTH ESTIMATION WITH RECIPROCAL INFLUENCE OF NEIGHBOURING FOUNDATIONS
ACTUAL PROBLEMS OF INCREASE IN BEARING ABILITY OF MODULAR TAPE BASES
FIELD RESEARCH OF A WEDGE-SHAPED CORE ON THE MODELS OF THE STRIP FOUNDATIONS WITH VARIABLE GEOMETRIC SHAPE
FIELD RESEARCH ON DEPTH DISTRIBUTION OF NORMAL STRESSES IN THE MASS OF SAND BASE OF THE STRIP FOUNDATIONS WITH BEAM ELEMENTS
FIELD RESEARCH ON DISTRIBUTION OF VERTICAL STRESSES AND DEFORMATIONS IN THE SAND BASE OF THE STRIP FOUNDATIONS WITH BEAM ELEMENTS
THE HISTORY OF THE DEVELOPMENT OF EXPERIMENTAL AND THEORETICAL RESEARCH IN NOVOCHERKASSK SCHOOL OF SOIL MECHANICS AND FOUNDATION ENGINEERING
ON THE PREDICTION OF THE AMPLITUDES OF THE FOUNDATION´S OSCILLATIONS
BENCHMARKING STUDY OF SOIL PLASTICITY ON THE EXAMPLE OF THE METHOD OF ROLLING AND PRESSING
STADY OF CONTACT INTERACTION OF ELEMENT OF BREAST-WALL MADE OF UTILIZED TYRES WITH RETAINING GROUND
ASSESSMENT OF GEOMETRIC PARAMETERS OF CONICAL CFA PILES ON THEIR SETTLMENT IN CLAY SOILS
STUDY OF CLAY-SOIL WITH CORE STAMP
APPLICATION OF MODERN GEOTECHNOLOGIES FOR PROTECTION OF TERRITORIES AGAINST ROCKFALL PROCESSES
INTERACTION OF LONG PILE FINITE STIFFNESS WITH THE BROADENING HEEL AND THE SURROUNDING SOIL
TO THE DEFINITION OF DEFORMATION CHARACTERISTICS OF SOILS IN TERMS OF SEASONAL FREEZING AND THAWING
PLANNING LARGE-SCALE MODELLING OF FOUNDATION ON THE BASE IM-PROVED BY GEOTEXTILE ENCASED STONE COLUMNS
APPLICATION OF MODERN GEOTECHNOLOGIES FOR PROTECTION OF TERRITORIES AGAINST ROCKFALL PROCESSES
RESEARCH OF PERIMETER REINFORCEMENT OF THE GROUND BASE BY CEMENT-SAND MORTAR INJECTION
FEATURES AND DISADVANTAGES OF EVALUATION METHODS FOR PILES BEARING CAPACITY BASED ON THE RESULTS OF TESTS OF THEIR MODELS
STRESSED STATE AND PREDICTION OF SUBSIDENCE OF BASE OF A ROUND FOUNDATION
EVALUATION OF EFFORT INDENTATION OF PREFABRICATED REINFORSED CONCRETE PILES IN CLAY SOILS
ALLUVIAL SOILS AS AN ARTIFICIAL BASE IN DIFFICULT CLIMATIC CONDITIONS
SIMULATION OF SOIL LIQUEFACTION DUE TO EARTHQUAKE LOADING USING THE UBC3D-PLM MODEL
DEFECTS AND DAMAGE TO GROUND BASES OF INDUSTRIAL BUILDINGS
FEATURES OF COMPOSITE REINFORCEMENT APPLICATION IN FOUNDATIONS OF LOW-RISE BUILDINGS
CAUSES AND CONSEQUENCES OF FLOODING OF URBAN AND INDUSTRIAL AREAS WITH GROUNDWATER (FOR EXAMPLE, PENZA)
OPTIMIZING THE SAND CUSHION
DEFECTS AND DAMAGE TO THE BARBED FOUNDATIONS OF THE PRODUCTION BUILDINGS
CRITERIA EVALUATION OF THE LIMIT DEPTH OF HORIZONTAL PRODUCTION
CONCERNING THE EXTRACTION OF A SLACK SOIL LAYER FROM COMPRESSIBLE THICKNESS OF FOUNDATION STRATUM OF FINITE WIDTH FOUNDATIONS
SPECIFICITIES OF THE INTERPRETATION OF THE OEDOMETER TESTS DATA FOR A PEAT
CALCULATION OF THE FOUNDATION SETTLEMENT DURING COMPENSATION GROUTING
DISCRETE AND CONTINUOUS MODELS IN CALCULATING THE BEARING CAPACITY OF SOIL MASSIFS REINFORCED WITH GEOSYNTHETICS
COMPARISON OF THE RESULTS OF EXPERIMENTAL MEASUREMENTS OF DEFORMATIONS AND DISPLACEMENT IN A SANDY FOUNDATION UNDER RIGID STAMP WITH THE THEORETICAL SOLUTION AND THE EXPERIENCE OF OTHER AUTHORS
ABOUT THE MODE INFLUENCE OF APPLYING SHOCK LOADS ON THE INDICATORS OF COMPACTIBILITY OF CLAY LOAM
EXPERIMENTAL AND THEORETICAL BASES OF CALCULATIONS OF THE DEFORMATIONS OF DEEP FOUNDATIONS IN OVERCONSOLIDATED SOILS
EXPERIMENTAL VERIFICATION OF NEW METHODOLOGY FOR CALCULATING OF THE FLEXIBLE FERROCONCRETE FOUNDATION OF THE FIRST LIMIT STATE
CONPARISON EFFECT OF THE METHOD OF CALCULATION OF FOUNDATION ON THE FIRST LIMIT STATE
CALCULATION METHODS OF RETAINING WALLS – BRIEF REVIEW OF PUBLICATIONS
RESULTS OF EXPERIMENTAL STUDIES OF WORK OF THE STRIP FOUNDATION ON SAND FOOTING
DEFINITION OF THE RESIDUE POINTS OF THE ELASTIC HALF-PLANE WHEN YOU MOVE THE PART OF ITS BOUNDARY, DESCRIBED BY A NONLINEAR FUNCTION
TECHNICAL CONDITION OF THE FOUNDATION SOILS AND ASPHALT - CRUSHED STONE COVERING OF THE TERRITORY OF THE LINEAR PRODUCTION DISPATCH STATION "PENZA" OF THE OIL PIPELINE "DRUZHBA"
STUDY OF THE BEARING CAPACITY OF MODEL FOUNDATIONS ON SANDY GROUNDS
ASSESSMENT OF THE BEARING CAPACITY OF PILES DURING STATIC LOAD TEST
METHOD FOR PRESENTING THE RESULTS OF OEDOMETER TESTS UNDER A SURVEY OF A PEAT DEPOSIT
ANALYSIS OF EXPERIMENTAL DATA OF TESTING OF SOILS BY THE METHOD OF THREE-AXIAL COMPRESSION
MODELING WORK HANGING PILES
ABOUT THE MODE INFLUENCE OF APPLYING SHOCK LOADS ON THE INDICATORS OF COMPACTIBILITY OF CLAY LOAM
THE EXPERIMENTAL RESEARCH RESULTS OF THE INFLUENCE OF THE SHAPE OF THE CONTACT SURFACE OF THE BASEMENT TO THE DEFORMABLE SUBGRADE.
FUNDAMENTALS OF GEOTECHNICAL AND SOIL MECHANICS
METHODS FOR CALCULATING REGULATED FOUNDATIONS
PRECIPITATION SLAB FOUNDATION
THE INFLUENCE OF ELEMENT STIFFNESS OF A STRIP FOUNDATION ON THE BEARING CAPACITY OF THE FOUNDATION
ANALYSIS OF THE INFLUENCE OF SUBGRADE STIFFNESS ON THE FREQUENCIES AND MODE SHAPES OF STRUCTURES
DESIGN OF EXPERIMENTS AIMED AT THE DETERMINATION OF THE THERMAL CONDUCTIVITY OF SANDY SOIL BASED ON GRAIN-SIZE COMPOSTION
FLOOR CONSTRUCTION IN BASEMENTS OF RECONSTRUCTED BUILDINGS ON PEATY SOILS
THE RELEVANCE OF CHANGING THE DESIGN SOLUTION COVERAGE WITHOUT STRENGTHENING EXISTING FOUNDATIONS
STRENGTHENING THE FOUNDATIONS OF PHYSICALLY OBSOLETE BUILDINGS
USING GRUNTONAPOLNYAEMYH AND SOIL REINFORCED SHELLS TO ENHANCE SOIL MASSES
FEATURES TANK CONSTRUCTION FOR REINFORCED SLOPES
IN-SITU TESTS FOR BEHAVIOR OF DRILLINJECTIONHON PILES WITH CONTROLLED WIDENING IN PULVERESCENT–CLAY SOILS OF FLEXIBLE CONSISTENCY
METHODS OF STRENGTHENING SOILS IN CONSTRUCTION
BEARING CAPACITY OF MODEL FOUNDATIONS ON SANDY GROUNDS
EXPEDIENCY OF THE SUPERSTRUCTURE ON THE FLOOR OF A RESIDENTIAL BUILDING UNDER CONSTRUCTION
MODELING THE WORK OF THE STRUCTURE STRENGTHENING STRUCTURE STRUCTURE BY THE METHOD OF CONNECTING A FOUNDATION BOARD WITH A REMOVABLE FORMWORK IN A TRAY
RESOURCE-SAVING DESIGNS OF THE COMBINED TAPE BASES
SIMILARITY OF THE FOUNDATION AND STAMPSETTLEMENTS
ABOUT THE COMMERCIALIZATION OF SCIENTIFIC AND TECHNOLOGICAL ACTIVITIESIN THE CONSTRUCTION INDUSTRY
FEATURES OF THE DETERMINATION OF PARAMETERS OF THE RIGIDITY OF SOILS
THE MEASUREMENT OF A CLAYEY SOIL STRUCTURAL STRENGTH IN A LABORATORY
CALCULATION OF THE PLASTIC SYSTEM "REINFORCED CONCRETE FOUNDATION - GROUND BASE" ACCORDING TO THE FIRST LIMITING STATE, WITH ALLOWANCE FOR FORCING THROUGH AND BENDING
SOME FEATURES OF FOUNDATION STAGE IN CONSTRUCTION PROCESS OF HIGH-RISE BUILDINGS LOCATED ON STEEP SLOPES IN AREAS WITH HIGH SEISMICITY
ON THE POSSIBILITY OF ESTIMATING THE STABILITY OF SLOPES AND SLOPES ON THE BASIS OF THE SOLUTION OF THE MIXED PROBLEM OF THE ELASTICITY THEORY AND THEORY OF SOIL PLASTICITY
CALCULATION OF THE INTENSE DEFORMED CONDITION OF SOIL FOR TAMPER WITH CHANGEABLE GEOMETRY OF THE CASE
STRENGTH RESEARCH OF CLAY SOIL REINFORCED WITH DISCRETE FIBRES
THE POSSIBILITY OF AN EXTENSION TO THE FLOOR OF A NON-RESIDENTIAL BUILDING USING LIGHTWEIGHT STRUCTURAL ELEMENTS OF INCREASED RIGIDITY
STRENGTHENING OF THE FOUNDATIONS ADMINISTRATIVE AND TRADE BUILDING AT DEEPENING OF THE FLOOR MARKS OF THE CELLAR
RESULT
EXPERIMENTAL SIMULATION FRACTAL INTERACTION OF PLANE STAMP AND SAND BASE
THE ASSESSMENT OF THE POSSIBILITY OF USING STATIC PENETRATION TESTS OF SOIL MATERIALS FOR CALCULATION OF THE BEARING CAPACITY OF INJECTION PILES
APPLICATION OF DISCRETE-CONTINUUM MODEL TO CALCULATE THE NONLINEAR RAINFALL SAND BASE
ASSESSMENT OF SEPARATING SHEET PILE WALL IN THE CLAY SOIL ON THE PRECIPITATE FOUNDATIONS OF EXISTING BUILDINGS
Construction and Architecture
SHEET PILE EMBEDMENT LENGTH ESTIMATION WITH RECIPROCAL INFLUENCE OF NEIGHBOURING FOUNDATIONS
Volume, issue
1 № 1 Published
Authors
Chizh Irina Nikolaevna , Skibin Gennadiy
DOI
https://doi.org/10.12737/337
Published
01.05.2013
Construction and Architecture
ACTUAL PROBLEMS OF INCREASE IN BEARING ABILITY OF MODULAR TAPE BASES
Volume, issue
1 № 1 Published
Authors
Evtushenko Sergej , Krakhmalnyy Timofey
DOI
https://doi.org/10.12737/338
Published
01.05.2013
Construction and Architecture
FIELD RESEARCH OF A WEDGE-SHAPED CORE ON THE MODELS OF THE STRIP FOUNDATIONS WITH VARIABLE GEOMETRIC SHAPE
Volume, issue
2 № 1 Published
Authors
Plyasov Konstantin , Evtushenko Sergej , Skibin Gennadiy
DOI
https://doi.org/10.12737/3382
Published
31.03.2014
Construction and Architecture
FIELD RESEARCH ON DEPTH DISTRIBUTION OF NORMAL STRESSES IN THE MASS OF SAND BASE OF THE STRIP FOUNDATIONS WITH BEAM ELEMENTS
Volume, issue
2 № 1 Published
Authors
Plyasov Konstantin , Evtushenko Sergej
DOI
https://doi.org/10.12737/3383
Published
31.03.2014
Construction and Architecture
FIELD RESEARCH ON DISTRIBUTION OF VERTICAL STRESSES AND DEFORMATIONS IN THE SAND BASE OF THE STRIP FOUNDATIONS WITH BEAM ELEMENTS
Volume, issue
2 № 1 Published
Authors
Plyasov Konstantin , Evtushenko Sergej
DOI
https://doi.org/10.12737/3384
Published
31.03.2014
Construction and Architecture
THE HISTORY OF THE DEVELOPMENT OF EXPERIMENTAL AND THEORETICAL RESEARCH IN NOVOCHERKASSK SCHOOL OF SOIL MECHANICS AND FOUNDATION ENGINEERING
Volume, issue
2 № 3 Published
Authors
Skibin Gennadiy , Dyba Vladimir , Galashev Yuriy
DOI
https://doi.org/10.12737/10855
Published
25.09.2014
Construction and Architecture
ON THE PREDICTION OF THE AMPLITUDES OF THE FOUNDATION´S OSCILLATIONS
Volume, issue
2 № 4 Published
Authors
Nuzhdin Leonid
DOI
https://doi.org/10.12737/10959
Published
25.12.2014
Construction and Architecture
BENCHMARKING STUDY OF SOIL PLASTICITY ON THE EXAMPLE OF THE METHOD OF ROLLING AND PRESSING
Volume, issue
2 № 3 Published
Authors
Burtsev Aleksey , Maslovskaya E , Persiyanova M
DOI
https://doi.org/10.12737/11000
Published
25.09.2014
Construction and Architecture
STADY OF CONTACT INTERACTION OF ELEMENT OF BREAST-WALL MADE OF UTILIZED TYRES WITH RETAINING GROUND
Volume, issue
3 № 2 Published
Authors
Gabibov Fakhraddin , Khalafov Namik
DOI
https://doi.org/10.12737/14645
Published
25.12.2015
Construction and Architecture
ASSESSMENT OF GEOMETRIC PARAMETERS OF CONICAL CFA PILES ON THEIR SETTLMENT IN CLAY SOILS
Volume, issue
3 № 2 Published
Authors
Eshchenko Oleg , Chernyavskiy Denis
DOI
https://doi.org/10.12737/14917
Published
25.12.2015
Construction and Architecture
STUDY OF CLAY-SOIL WITH CORE STAMP
Volume, issue
3 № 2 Published
Authors
Lyashenko Pavel , Lyashenko Evgeniy
DOI
https://doi.org/10.12737/14923
Published
25.12.2015
Construction and Architecture
APPLICATION OF MODERN GEOTECHNOLOGIES FOR PROTECTION OF TERRITORIES AGAINST ROCKFALL PROCESSES
Volume, issue
3 № 2 Published
Authors
Marinichev Maksim , Makusheva Anna
DOI
https://doi.org/10.12737/14924
Published
25.12.2015
Construction and Architecture
INTERACTION OF LONG PILE FINITE STIFFNESS WITH THE BROADENING HEEL AND THE SURROUNDING SOIL
Volume, issue
3 № 2 Published
Authors
Ter-Martirosyan Zaven , Ter-Martirosyan Armen
DOI
https://doi.org/10.12737/14963
Published
25.12.2015
Construction and Architecture
TO THE DEFINITION OF DEFORMATION CHARACTERISTICS OF SOILS IN TERMS OF SEASONAL FREEZING AND THAWING
Volume, issue
3 № 2 Published
Authors
Mashchenko Aleksandra
DOI
https://doi.org/10.12737/14964
Published
25.12.2015
Construction and Architecture
PLANNING LARGE-SCALE MODELLING OF FOUNDATION ON THE BASE IM-PROVED BY GEOTEXTILE ENCASED STONE COLUMNS
Volume, issue
3 № 2 Published
Authors
Shenkman Roman , Ponomarev Andrey
DOI
https://doi.org/10.12737/14965
Published
25.12.2015
Construction and Architecture
APPLICATION OF MODERN GEOTECHNOLOGIES FOR PROTECTION OF TERRITORIES AGAINST ROCKFALL PROCESSES
Volume, issue
3 № 2 Published
Authors
Nuykin Sergey
DOI
https://doi.org/10.12737/16055
Published
25.12.2015
Construction and Architecture
RESEARCH OF PERIMETER REINFORCEMENT OF THE GROUND BASE BY CEMENT-SAND MORTAR INJECTION
Volume, issue
2 № 4 Published
Authors
Nuzhdin Leonid , Nuzhdin Matvey
DOI
https://doi.org/10.12737/17512
Published
25.12.2014
Construction and Architecture
FEATURES AND DISADVANTAGES OF EVALUATION METHODS FOR PILES BEARING CAPACITY BASED ON THE RESULTS OF TESTS OF THEIR MODELS
Volume, issue
4 № 3 Published
Authors
Isakov Galym Isabaevich , Baytemirov Muhan Nazarovich , Bekbasarov Isabay Isakovich , Atenov Erlan Imangalievich
DOI
https://doi.org/10.12737/19675
Published
31.10.2016
Construction and Architecture
STRESSED STATE AND PREDICTION OF SUBSIDENCE OF BASE OF A ROUND FOUNDATION
Volume, issue
4 № 3 Published
Authors
Gabibov Fakhraddin , Alieva Liliya
DOI
https://doi.org/10.12737/21850
Published
31.10.2016
Construction and Architecture
EVALUATION OF EFFORT INDENTATION OF PREFABRICATED REINFORSED CONCRETE PILES IN CLAY SOILS
Volume, issue
6 № 4 Published
Authors
Polischuk Anatoliy , Nuykin Sergey
DOI
https://doi.org/10.29039/article_5c35ee59c7f934.95100478
Published
25.12.2018
Construction and Architecture
ALLUVIAL SOILS AS AN ARTIFICIAL BASE IN DIFFICULT CLIMATIC CONDITIONS
Volume, issue
7 № 2 Published
Authors
Kanunnikov Valentin Romanovich , Rabinovich Mihail
DOI
https://doi.org/10.29039/article_5d4c0a3bea6d74.77426469
Published
19.08.2019
Construction and Architecture
SIMULATION OF SOIL LIQUEFACTION DUE TO EARTHQUAKE LOADING USING THE UBC3D-PLM MODEL
Volume, issue
7 № 3 (24) Published
Authors
Ter-martirosyan Armen , Ahmad Osman
DOI
https://doi.org/10.29039/2308-0191-2019-7-3-39-44
Published
25.11.2019
Construction and Architecture
DEFECTS AND DAMAGE TO GROUND BASES OF INDUSTRIAL BUILDINGS
Volume, issue
7 № 3 (24) Published
Authors
Krakhmalnyy Timofey , Evtushenko Sergej
DOI
https://doi.org/10.29039/2308-0191-2019-7-3-45-49
Published
25.11.2019
Construction and Architecture
FEATURES OF COMPOSITE REINFORCEMENT APPLICATION IN FOUNDATIONS OF LOW-RISE BUILDINGS
Volume, issue
7 № 3 (24) Published
Authors
Shutova Marina , Subbotin Anatoliy Ivanovich , Shagina Anna
DOI
https://doi.org/10.29039/2308-0191-2019-7-3-50-54
Published
25.11.2019
Construction and Architecture
CAUSES AND CONSEQUENCES OF FLOODING OF URBAN AND INDUSTRIAL AREAS WITH GROUNDWATER (FOR EXAMPLE, PENZA)
Volume, issue
7 № 4 (25) Published
Authors
Hryanina Ol'ga , Kruglova Maria , Kuryaeva Adilya , Radaev Vladimir
DOI
https://doi.org/10.29039/2308-0191-2019-7-4-25-31
Published
25.12.2019
Construction and Architecture
OPTIMIZING THE SAND CUSHION
Volume, issue
7 № 4 (25) Published
Authors
Glukhov Vyacheslav , Hryanina Ol'ga , Glukhova Svetlana , Pugina Anastasia
DOI
https://doi.org/10.29039/2308-0191-2019-7-4-32-35
Published
25.12.2019
Construction and Architecture
DEFECTS AND DAMAGE TO THE BARBED FOUNDATIONS OF THE PRODUCTION BUILDINGS
Volume, issue
7 № 4 (25) Published
Authors
Evtushenko Sergej , Krakhmalnyy Timofey
DOI
https://doi.org/10.29039/2308-0191-2019-7-4-36-40
Published
25.12.2019
Construction and Architecture
CRITERIA EVALUATION OF THE LIMIT DEPTH OF HORIZONTAL PRODUCTION
Volume, issue
7 № 4 (25) Published
Authors
Bogomolova Oksana Aleksandrovna , Bogomolov Aleksandr Nikolaevich
DOI
https://doi.org/10.29039/2308-0191-2019-7-4-41-48
Published
25.12.2019
Construction and Architecture
CONCERNING THE EXTRACTION OF A SLACK SOIL LAYER FROM COMPRESSIBLE THICKNESS OF FOUNDATION STRATUM OF FINITE WIDTH FOUNDATIONS
Volume, issue
7 № 4 (25) Published
Authors
Ter-Martirosyan Zaven , Ter-martirosyan Armen , DEMYANENKO Valery
DOI
https://doi.org/10.29039/2308-0191-2019-7-4-49-56
Published
25.12.2019
Construction and Architecture
SPECIFICITIES OF THE INTERPRETATION OF THE OEDOMETER TESTS DATA FOR A PEAT
Volume, issue
8 № 1 (26) Published
Authors
Ivakhnova Galina , Nevzorov Aleksandr
DOI
https://doi.org/10.29039/2308-0191-2020-8-1-26-32
Published
17.06.2020
Construction and Architecture
CALCULATION OF THE FOUNDATION SETTLEMENT DURING COMPENSATION GROUTING
Volume, issue
8 № 1 (26) Published
Authors
Luzin Ivan
DOI
https://doi.org/10.29039/2308-0191-2020-8-1-33-38
Published
17.06.2020
Construction and Architecture
DISCRETE AND CONTINUOUS MODELS IN CALCULATING THE BEARING CAPACITY OF SOIL MASSIFS REINFORCED WITH GEOSYNTHETICS
Volume, issue
8 № 4 (29) Published
Authors
Subbotin Ignat
DOI
https://doi.org/10.29039/2308-0191-2020-8-4-28-36
Published
12.01.2021
Construction and Architecture
COMPARISON OF THE RESULTS OF EXPERIMENTAL MEASUREMENTS OF DEFORMATIONS AND DISPLACEMENT IN A SANDY FOUNDATION UNDER RIGID STAMP WITH THE THEORETICAL SOLUTION AND THE EXPERIENCE OF OTHER AUTHORS
Volume, issue
3 № 1 Published
Authors
Galashev Yuriy , Osipova Oksana Nikolaevna
DOI
https://doi.org/10.12737/10851
Published
25.06.2015
Construction and Architecture
ABOUT THE MODE INFLUENCE OF APPLYING SHOCK LOADS ON THE INDICATORS OF COMPACTIBILITY OF CLAY LOAM
Volume, issue
4 № 1 Published
Authors
Montaeva Khasiyat , Baytemirov Mukhan , Bekbasarov Isabay , Isakov Galym
DOI
https://doi.org/10.12737/18705
Published
24.03.2016
Construction and Architecture
EXPERIMENTAL AND THEORETICAL BASES OF CALCULATIONS OF THE DEFORMATIONS OF DEEP FOUNDATIONS IN OVERCONSOLIDATED SOILS
Volume, issue
4 № 2 Published
Authors
Ter-Martirosyan Zaven , Luzin Ivan
DOI
https://doi.org/10.12737/19908
Published
30.06.2016
Construction and Architecture
EXPERIMENTAL VERIFICATION OF NEW METHODOLOGY FOR CALCULATING OF THE FLEXIBLE FERROCONCRETE FOUNDATION OF THE FIRST LIMIT STATE
Volume, issue
4 № 4 Published
Authors
Dyba Vladimir , Matvienko Maxim , Al' Ekabi Haki Hadi Abbud
DOI
https://doi.org/10.12737/23591
Published
16.12.2016
Construction and Architecture
CONPARISON EFFECT OF THE METHOD OF CALCULATION OF FOUNDATION ON THE FIRST LIMIT STATE
Volume, issue
5 № 1 Published
Authors
Matvienko Maksim , Dyba Vladimir , Ilinova Valyentina
DOI
https://doi.org/10.12737/24580
Published
02.04.2017
Construction and Architecture
CALCULATION METHODS OF RETAINING WALLS – BRIEF REVIEW OF PUBLICATIONS
Volume, issue
5 № 3 Published
Authors
Evtushenko Sergej , Volkov Vladimir
DOI
https://doi.org/10.12737/article_59cd0437899de0.00397357
Published
26.11.2017
Construction and Architecture
RESULTS OF EXPERIMENTAL STUDIES OF WORK OF THE STRIP FOUNDATION ON SAND FOOTING
Volume, issue
5 № 4 Published
Authors
Evtushenko Sergej , Chutchenko Svetlana Genrihovna , Skorikov Roman , Mogushkov Ruslan
DOI
https://doi.org/10.29039/article_5a3d2048346502.88403825
Published
22.12.2017
Construction and Architecture
DEFINITION OF THE RESIDUE POINTS OF THE ELASTIC HALF-PLANE WHEN YOU MOVE THE PART OF ITS BOUNDARY, DESCRIBED BY A NONLINEAR FUNCTION
Volume, issue
6 № 1 Published
Authors
Bogomolov Aleksandr , Bogomolova Oksana , Ushakov Andrej
DOI
https://doi.org/10.29039/article_5abc8c5749a0c6.73664783
Published
25.02.2018
Construction and Architecture
TECHNICAL CONDITION OF THE FOUNDATION SOILS AND ASPHALT - CRUSHED STONE COVERING OF THE TERRITORY OF THE LINEAR PRODUCTION DISPATCH STATION "PENZA" OF THE OIL PIPELINE "DRUZHBA"
Volume, issue
6 № 2 Published
Authors
Chichkin Alexander , Hryanina Ol'ga
DOI
https://doi.org/10.29039/article_5b7d0c4f357ed7.88593206
Published
25.06.2018
Construction and Architecture
STUDY OF THE BEARING CAPACITY OF MODEL FOUNDATIONS ON SANDY GROUNDS
Volume, issue
6 № 3 Published
Authors
Evtushenko Sergej
DOI
https://doi.org/10.29039/article_5bee8ab2477840.65600919
Published
25.09.2018
Construction and Architecture
ASSESSMENT OF THE BEARING CAPACITY OF PILES DURING STATIC LOAD TEST
Volume, issue
8 № 4 (29) Published
Authors
Gavrilov Pavel , Glukhov Vyacheslav
DOI
https://doi.org/10.29039/2308-0191-2020-8-4-22-27
Published
12.01.2021
Construction and Architecture
METHOD FOR PRESENTING THE RESULTS OF OEDOMETER TESTS UNDER A SURVEY OF A PEAT DEPOSIT
Volume, issue
9 № 3 (32) Published
Authors
Ivakhnova Galina , Nevzorov Aleksandr
DOI
https://doi.org/10.29039/2308-0191-2021-9-3-21-25
Published
30.10.2021
Construction and Architecture
ANALYSIS OF EXPERIMENTAL DATA OF TESTING OF SOILS BY THE METHOD OF THREE-AXIAL COMPRESSION
Volume, issue
9 № 4 (33) Published
Authors
Osipova Oksana Nikolaevna , Matvienko Yuliya
DOI
https://doi.org/10.29039/2308-0191-2021-9-4-21-25
Published
18.12.2021
Construction and Architecture
MODELING WORK HANGING PILES
Volume, issue
3 № 1 Published
Authors
Dyba Vladimir , Skibin Gennadiy
DOI
https://doi.org/10.12737/10847
Published
25.06.2015
Construction and Architecture
ABOUT THE MODE INFLUENCE OF APPLYING SHOCK LOADS ON THE INDICATORS OF COMPACTIBILITY OF CLAY LOAM
Volume, issue
4 № 1 Published
Authors
Khalafov Namik , Gabibov Fakhraddin , Amrakhov Azad
DOI
https://doi.org/10.12737/18707
Published
24.03.2016
Construction and Architecture
THE EXPERIMENTAL RESEARCH RESULTS OF THE INFLUENCE OF THE SHAPE OF THE CONTACT SURFACE OF THE BASEMENT TO THE DEFORMABLE SUBGRADE.
Volume, issue
4 № 2 Published
Authors
Naumkina Ulia , Pronozin Yakov Aleksandrovich , Rachkov Dmitriy Vladimirovich
DOI
https://doi.org/10.12737/19408
Published
30.06.2016
Construction and Architecture
FUNDAMENTALS OF GEOTECHNICAL AND SOIL MECHANICS
Volume, issue
4 № 4 Published
Authors
Kulachkin Boris , Mitkin Aleksandr , Radkevich Aleksey , Matyuhin Dmitriy Petrovich , Vasyuta Valeriya Konstantinovna
DOI
https://doi.org/10.12737/23206
Published
16.12.2016
Construction and Architecture
METHODS FOR CALCULATING REGULATED FOUNDATIONS
Volume, issue
5 № 1 Published
Authors
Skibin Mihail Gennad'evich , Perelyaev Dmitriy
DOI
https://doi.org/10.12737/article_592eb1690dd182.03758019
Published
02.04.2017
Construction and Architecture
PRECIPITATION SLAB FOUNDATION
Volume, issue
5 № 4 Published
Authors
Dyba Vladimir
DOI
https://doi.org/10.29039/article_5a3d2048e32594.92501766
Published
22.12.2017
Construction and Architecture
THE INFLUENCE OF ELEMENT STIFFNESS OF A STRIP FOUNDATION ON THE BEARING CAPACITY OF THE FOUNDATION
Volume, issue
6 № 1 Published
Authors
Bogomolov Aleksandr Nikolaevich , Bogomolova Oksana Aleksandrovna , Podtelkov Vasiliy , Ushakov Andrej , Pristanskov A.
DOI
https://doi.org/10.29039/article_5abc8c7e828ea2.11100132
Published
25.02.2018
Construction and Architecture
ANALYSIS OF THE INFLUENCE OF SUBGRADE STIFFNESS ON THE FREQUENCIES AND MODE SHAPES OF STRUCTURES
Volume, issue
6 № 2 Published
Authors
Strok Sergey , Strok Sergey , Drozdov Vyacheslav
DOI
https://doi.org/10.29039/article_5b7d0c80930cc2.14137384
Published
25.06.2018
Construction and Architecture
DESIGN OF EXPERIMENTS AIMED AT THE DETERMINATION OF THE THERMAL CONDUCTIVITY OF SANDY SOIL BASED ON GRAIN-SIZE COMPOSTION
Volume, issue
6 № 4 Published
Authors
Zaharov Aleksandr Viktorovich , Mahover Stanislav Eduardovich
DOI
https://doi.org/10.29039/article_5c35eeab4ee4e0.63223505
Published
25.12.2018
Construction and Architecture
FLOOR CONSTRUCTION IN BASEMENTS OF RECONSTRUCTED BUILDINGS ON PEATY SOILS
Volume, issue
7 № 1 Published
Authors
Nevzorov Aleksandr , Nikitin Andrey , Saenko Yuriy
DOI
https://doi.org/10.29039/article_5c646f193849d0.19403057
Published
25.03.2019
Construction and Architecture
THE RELEVANCE OF CHANGING THE DESIGN SOLUTION COVERAGE WITHOUT STRENGTHENING EXISTING FOUNDATIONS
Volume, issue
7 № 2 Published
Authors
Hryanina Ol'ga , Kolesnikova Maria
DOI
https://doi.org/10.29039/article_5d4c0a3c2007e0.54409245
Published
19.08.2019
Construction and Architecture
STRENGTHENING THE FOUNDATIONS OF PHYSICALLY OBSOLETE BUILDINGS
Volume, issue
9 № 4 (33) Published
Authors
Berlinov Mikhail , Belinova Marina , Korol Roman , Tvorogov Aleksandr
DOI
https://doi.org/10.29039/2308-0191-2021-9-4-26-30
Published
18.12.2021
Construction and Architecture
USING GRUNTONAPOLNYAEMYH AND SOIL REINFORCED SHELLS TO ENHANCE SOIL MASSES
Volume, issue
3 № 1 Published
Authors
Kasharina Tatyana
DOI
https://doi.org/10.12737/10850
Published
25.06.2015
Construction and Architecture
FEATURES TANK CONSTRUCTION FOR REINFORCED SLOPES
Volume, issue
4 № 1 Published
Authors
Eshchenko Oleg , Bolgov Igor
DOI
https://doi.org/10.12737/10986
Published
24.03.2016
Construction and Architecture
IN-SITU TESTS FOR BEHAVIOR OF DRILLINJECTIONHON PILES WITH CONTROLLED WIDENING IN PULVERESCENT–CLAY SOILS OF FLEXIBLE CONSISTENCY
Volume, issue
4 № 2 Published
Authors
Samokhvalov Mikhail Aleksandrovich , Pronozin Yakov Aleksandrovich , Rashchupkina Valentina Alekseevna
DOI
https://doi.org/10.12737/19917
Published
30.06.2016
Construction and Architecture
METHODS OF STRENGTHENING SOILS IN CONSTRUCTION
Volume, issue
6 № 1 Published
Authors
Kaloshina Svetlana , Zagitdinova Tatyana
DOI
https://doi.org/10.29039/article_5abc8ca264de41.35773874
Published
25.02.2018
Construction and Architecture
BEARING CAPACITY OF MODEL FOUNDATIONS ON SANDY GROUNDS
Volume, issue
7 № 1 Published
Authors
Evtushenko Sergej , Skibin Gennadiy , Chutchenko Svetlana Genrihovna
DOI
https://doi.org/10.29039/article_5c646f1a42d499.31185907
Published
25.03.2019
Construction and Architecture
EXPEDIENCY OF THE SUPERSTRUCTURE ON THE FLOOR OF A RESIDENTIAL BUILDING UNDER CONSTRUCTION
Volume, issue
7 № 2 Published
Authors
Hryanina Ol'ga , Loginova Elena
DOI
https://doi.org/10.29039/article_5d4c0a3c1204c3.73611553
Published
19.08.2019
Construction and Architecture
MODELING THE WORK OF THE STRUCTURE STRENGTHENING STRUCTURE STRUCTURE BY THE METHOD OF CONNECTING A FOUNDATION BOARD WITH A REMOVABLE FORMWORK IN A TRAY
Volume, issue
8 № 1 (26) Published
Authors
Subbotin Vitaliy
DOI
https://doi.org/10.29039/2308-0191-2020-8-1-39-47
Published
17.06.2020
Construction and Architecture
RESOURCE-SAVING DESIGNS OF THE COMBINED TAPE BASES
Volume, issue
3 № 1 Published
Authors
Krakhmalnyy Timofey , Evtushenko Sergej
DOI
https://doi.org/10.12737/10936
Published
25.06.2015
Construction and Architecture
SIMILARITY OF THE FOUNDATION AND STAMPSETTLEMENTS
Volume, issue
4 № 1 Published
Authors
Lyashenko Pavel , Denisenko Viktor
DOI
https://doi.org/10.12737/10960
Published
24.03.2016
Construction and Architecture
ABOUT THE COMMERCIALIZATION OF SCIENTIFIC AND TECHNOLOGICAL ACTIVITIESIN THE CONSTRUCTION INDUSTRY
Volume, issue
4 № 2 Published
Authors
Abzhalimov Rais
DOI
https://doi.org/10.12737/19909
Published
30.06.2016
Construction and Architecture
FEATURES OF THE DETERMINATION OF PARAMETERS OF THE RIGIDITY OF SOILS
Volume, issue
6 № 1 Published
Authors
Alekhin Alexey , Alekhin Andrey
DOI
https://doi.org/10.29039/article_5abc8cc13b8640.69014194
Published
25.02.2018
Construction and Architecture
THE MEASUREMENT OF A CLAYEY SOIL STRUCTURAL STRENGTH IN A LABORATORY
Volume, issue
6 № 2 Published
Authors
Osipova Oksana Nikolaevna , Saprygina Yuliya Viktorovna
DOI
https://doi.org/10.29039/article_5b7d0cff6593f7.08471732
Published
25.06.2018
Construction and Architecture
CALCULATION OF THE PLASTIC SYSTEM "REINFORCED CONCRETE FOUNDATION - GROUND BASE" ACCORDING TO THE FIRST LIMITING STATE, WITH ALLOWANCE FOR FORCING THROUGH AND BENDING
Volume, issue
6 № 2 Published
Authors
Matvienko Maxim , Dyba Vladimir
DOI
https://doi.org/10.29039/article_5b7d0d3f0292b1.88081194
Published
25.06.2018
Construction and Architecture
SOME FEATURES OF FOUNDATION STAGE IN CONSTRUCTION PROCESS OF HIGH-RISE BUILDINGS LOCATED ON STEEP SLOPES IN AREAS WITH HIGH SEISMICITY
Volume, issue
7 № 1 Published
Authors
Marinichev Maxim , Tkachev Igor'
DOI
https://doi.org/10.29039/article_5ca75f9b461354.57548169
Published
25.03.2019
Construction and Architecture
ON THE POSSIBILITY OF ESTIMATING THE STABILITY OF SLOPES AND SLOPES ON THE BASIS OF THE SOLUTION OF THE MIXED PROBLEM OF THE ELASTICITY THEORY AND THEORY OF SOIL PLASTICITY
Volume, issue
8 № 1 (26) Published
Authors
Bogomolova Oksana Aleksandrovna , Zhidelev Andrej
DOI
https://doi.org/10.29039/2308-0191-2020-8-1-48-58
Published
17.06.2020
Construction and Architecture
CALCULATION OF THE INTENSE DEFORMED CONDITION OF SOIL FOR TAMPER WITH CHANGEABLE GEOMETRY OF THE CASE
Volume, issue
3 № 1 Published
Authors
Morgunov Vladimir
DOI
https://doi.org/10.12737/10848
Published
25.06.2015
Construction and Architecture
STRENGTH RESEARCH OF CLAY SOIL REINFORCED WITH DISCRETE FIBRES
Volume, issue
4 № 1 Published
Authors
Ponomarev Andrey , Grishina Alla
DOI
https://doi.org/10.12737/11002
Published
24.03.2016
Construction and Architecture
THE POSSIBILITY OF AN EXTENSION TO THE FLOOR OF A NON-RESIDENTIAL BUILDING USING LIGHTWEIGHT STRUCTURAL ELEMENTS OF INCREASED RIGIDITY
Volume, issue
7 № 1 Published
Authors
Hryanina Ol'ga , Yangurazov Yousef
DOI
https://doi.org/10.29039/article_5ca75f9d41ab84.76005030
Published
25.03.2019
Construction and Architecture
STRENGTHENING OF THE FOUNDATIONS ADMINISTRATIVE AND TRADE BUILDING AT DEEPENING OF THE FLOOR MARKS OF THE CELLAR
Volume, issue
4 № 1 Published
Authors
Petukhov Arkadiy , Polishchuk Anatoliy , Tarasov Aleksandr
DOI
https://doi.org/10.12737/10954
Published
24.03.2016
Construction and Architecture
RESULT
Volume, issue
3 № 1 Published
Authors
Subbotin Anatoliy Ivanovich , Subbotin Vitaliy Anatol'evich , Zyablitsev Vyacheslav
DOI
https://doi.org/10.12737/10997
Published
25.06.2015
Construction and Architecture
EXPERIMENTAL SIMULATION FRACTAL INTERACTION OF PLANE STAMP AND SAND BASE
Volume, issue
3 № 1 Published
Authors
Bogomolov Aleksandr Nikolaevich , Galashev Yuriy , Shmatkov Valeriy , Getmanova Elena
DOI
https://doi.org/10.12737/10849
Published
25.06.2015
Construction and Architecture
THE ASSESSMENT OF THE POSSIBILITY OF USING STATIC PENETRATION TESTS OF SOIL MATERIALS FOR CALCULATION OF THE BEARING CAPACITY OF INJECTION PILES
Volume, issue
4 № 1 Published
Authors
Polishchuk Anatoliy , Tarasov Aleksandr
DOI
https://doi.org/10.12737/10955
Published
24.03.2016
Construction and Architecture
APPLICATION OF DISCRETE-CONTINUUM MODEL TO CALCULATE THE NONLINEAR RAINFALL SAND BASE
Volume, issue
3 № 1 Published
Authors
Savin Artem , Revenko Valeriy
DOI
https://doi.org/10.12737/10775
Published
25.06.2015
Construction and Architecture
ASSESSMENT OF SEPARATING SHEET PILE WALL IN THE CLAY SOIL ON THE PRECIPITATE FOUNDATIONS OF EXISTING BUILDINGS
Volume, issue
4 № 1 Published
Authors
Polishchuk Anatoliy , Mezhakov Aleksandr
DOI
https://doi.org/10.12737/10956
Published
24.03.2016
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