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

Articles of rubric " 05.23.02 BASES AND FOUNDATION, UNDERGROUND CONSTRUCTIONS " of journal " Construction and Architecture "

Confirmation