| Issue |
Title |
| Vol 14, No 2 (2023) |
Training sample balancing to train artificial neural networks for geotechnical problems |
|
|
Ofrikhter I.V., Ponomaryov A.B. |
| Vol 11, No 1 (2020) |
DETERMINATION OF AN INCLINATION ANGLE OF THE MOST PROBABLE DESTRUCTION SITE AT THE GROUND POINT |
|
|
Bogomolova O.A., Zhidelev A.V. |
| Vol 11, No 1 (2020) |
EXPERIMENTAL TESTS OF THE BASIS OF “FUNDEX” PILES AFTER THE LONG “RELAXATION” IN CLAY SOILS |
|
|
Savinov A.V., Frolov V.E., Brovikov Y.N., Kozhinskiy M.P. |
| Vol 11, No 1 (2020) |
METHOD FOR CALCULATING THE STABILITY OF THE WALLS OF A DRILLING WELL WHEN INSTALLING BORED PILES |
|
|
Popov D.V., Savinova E.V. |
| Vol 8, No 4 (2017) |
SOIL BASES IMPROVEMENT BY USING DEEP SOIL MIXING TECHNOLOGY |
|
|
Zekhniev F.F., Vnukov D.A., Korpach A.I. |
| Vol 11, No 3 (2020) |
SEASONAL CHANGES IN THE VALUE OF THE RESISTANCE COEFFICIENT OF THE LANDSLEND |
|
|
Bogomolova O.A., Zhidelev A.V. |
| Vol 14, No 4 (2023) |
Calculation of the temperature condition of a thermostabilizable base with a single pile |
|
|
Zhaysambaev E.A., Maltseva T.V., Kraev A.N. |
| Vol 9, No 2 (2018) |
MODELLING HEAT EXCHANGE PROCESSES IN SOILS |
|
|
Ofrikhter I.V., Zaharov A.V., Likhacheva N.N. |
| Vol 12, No 3 (2021) |
RATIONALE FOR THE METHOD OF DETERMINING THE DESIGN RESISTANCE OF FOUNDATION SOIL FOR FOUNDATIONS OF RECONSTRUCTED BUILDINGS |
|
|
Polishchuk A.I., Gutnyk T.N. |
| Vol 14, No 2 (2023) |
Numerical determination of the value of the calculated resistance of the base under the stamp of final stiffness, taking into account the rigidity over the foundation structure |
|
|
Bartolomey L.A., Bogomolova O.A., Geidt V.D., Geidt A.V. |
| Vol 14, No 2 (2023) |
Experimental investigation of surface roughness changes of an underground structure's material during its driving into the ground |
|
|
Boyarintsev A.V., Samohina A.D. |
| Vol 14, No 2 (2023) |
Features of stabilization of soft soils at the base of emergency deformed buildings using finely powdered injection materials in low pressure mode |
|
|
Kalach F.N. |
| Vol 8, No 1 (2017) |
TECHNICAL AND ECONOMIC COMPARISON OF BUILDING TEMPORARY ROADS ON WEAK SOILS |
|
|
Vedernikov D.E., Tat’iannikov D.A. |
| Vol 14, No 4 (2023) |
Change in strength parameters of dusty-clayey soils depending on the time of dynamic load impact and soil type |
|
|
Zavodchikova M.B., Cheremkhina A.D. |
| Vol 12, No 3 (2021) |
THE LONG SHELL PILE BEARING CAPACITY CALCULATION |
|
|
Matveev S.A., Martynov E.A., Litvinov N.N., Kryzhanovsky G.A. |
| Vol 8, No 1 (2017) |
STATE AND PROSPECTS OF GEOTECHNICAL ENGINEERING AND SOIL MECHANICS |
|
|
Kulachkin B.I., Mit’kin A.A., Magomedov S.S. |
| Vol 9, No 2 (2018) |
IMPROVING THE CALCULATION METHOD FOR THE SETTLEMENT OF PILE FOUNDATIONS OF TANKS TAKING INTO ACCOUNT THEIR LOADING AND UNLOADING REPEATABILITY |
|
|
Shmidt O.A. |
| Vol 11, No 2 (2020) |
ASSESSMENT OF FEM CALCULATION RESULTS ACCURACY WITH THE USE OF SYMMETRY PLANES IN GEOTECHNICAL PROBLEMS |
|
|
Melnikov R.V., Bragar E.P. |
| Vol 13, No 3 (2022) |
METHOD FOR DETERMINING THE STRENGTH PROPERTIES OF THE FIXED SOIL OF THE MINE BASE |
|
|
Bogomolova O.A., Bogomolov A.N., Bogomolov S.A. |
| Vol 14, No 3 (2023) |
Cementation of soils by wristband-pipe injection technology in conditions of thawing perpetually frozen soils |
|
|
Pronozin Y.A., Naumkina Y.V., Epifantseva L.R., Gress Y.D. |
| Vol 9, No 2 (2018) |
THE STUDY OF THE FEATURES OF INCREASING OF PLASTIC DEFORMATIONS IN SOILS |
|
|
Bezmaternykh A.V., Ofrikhter V.G. |
| Vol 8, No 3 (2017) |
ANALYSIS OF PREDICTIVE MODELS FOR SHEAR STRENGTH OF FIBER REINFORCED SOIL |
|
|
Grishina A.S., Ponomarev A.B. |
| Vol 10, No 3 (2019) |
TECHNICAL SYSTEMS AND MEASURES TO ENSURE THE QUALITY OF THE LIVING ENVIRONMENT OF THE POPULATION IN CONDITIONS OF NEGATIVE IMPACTS |
|
|
Kasharina T.P., Sidenko E.S., Valuysky K.P. |
| Vol 8, No 3 (2017) |
FULL-SCALE TESTING OF REINFORCED FOUNDATION PADS |
|
|
Tat`iannikov D.A., Ponomarev A.B. |
| Vol 9, No 4 (2018) |
STUDY OF THE IMPACT OF TRENCH DEVELOPMENT ON THE ADDITIONAL SETTLEMENT OF THE EXISTING BUILDING |
|
|
Kaloshina S.V., Kudasheva M.I., Zolotozubov D.G. |
| Vol 8, No 3 (2017) |
APPLICATION OF SHELL STRUCTURES MADE OF COMPOSITE NANOMATERIALS |
|
|
Kasharina T.P., Kasharin D.V. |
| Vol 7, No 2 (2016) |
REVIEW OF THE BASIC METHODS OF THE GROUND IMPROVEMENT |
|
|
Igosheva L.A., Grishina A.S. |
| Vol 12, No 4 (2021) |
CALCULATION OF THE «BASE - EMBANKMENT» SYSTEM STABILITY |
|
|
Bogomolova O.A., Zhidelev A.V. |
| Vol 14, No 2 (2023) |
Effectiveness of compensatory injection as a means of regulating the stresses in complex geotechnical conditions |
|
|
Pronozin Y.A., Melnikov R.V., Kiselev N.Y., Tarasenko A.A., Gress Y.D. |
| Vol 9, No 3 (2018) |
CONDUCTING EXPERIMENTAL INVESTIGATIONS OF MODEL OF REINFORCED EARTH STRUCTURE |
|
|
Kundupyan K.S. |
| Vol 8, No 4 (2017) |
ACCOUNTING OF ANISOTROPY OF SOILS IN DETERMINING STRESSES IN FOUNDATION BASEMENT FROM NEAR LOADED AREAS |
|
|
Nuzhdin L.V., Pavliuk K.V. |
| Vol 8, No 2 (2017) |
ON THE STRESS-STRAIN STATE OF AN ELASTIC HALF-PLANE WITH THE NONLINEAR MOVEMENT OF THE PLOT BOUNDARIES |
|
|
Bogomolov A.N., Bogomolova O.A., Ushakov A.N. |
| Vol 14, No 1 (2023) |
Comparison of methods for determination the bearing capacity of piles in punched holes with broadening using the results of static load tests |
|
|
Glukhov V.S., Gavrilov P.K. |
| Vol 9, No 3 (2018) |
SOME PREMISES OF THE APPLICATION OF DYNAMIC DENSIMETER FOR THE DETERMINATION OF SOIL DEFORMATION MODULUS |
|
|
Sazonova S.A., Ponomaryov A.B. |
| Vol 12, No 3 (2021) |
FORMULA OF THE DESIGN RESISTANCE OF SOIL FOR PLATE FOUNDATIONS |
|
|
Matvienko J.O., Dyba V.P., Matvienko M.P. |
| Vol 8, No 4 (2017) |
DETERMINATION OF THE FILTRATION COEFFICIENT OF CLAY SOIL USING CONE PENETRATION TEST WITH MEASUREMENT OF PORE PRESSURE |
|
|
Ponomarev A.B., Bezgodov M.A. |
| Vol 11, No 3 (2020) |
CALCULATION OF VERTICAL DEFORMATIONS OF THE FOUNDATIONS ON THE SOFT SOIL IMPROVED BY GEOTEXTILE ENCASED STONE COLUMNS |
|
|
Shenkman R.I., Ponomaryov A.B. |
| Vol 8, No 1 (2017) |
DEPENDENCE OF MAXIMUM PERMISSIBLE LOAD ON PHYSICAL-MECHANICAL PROPERTIES OF STAMP HOMOGENEOUS BASE IN MIXED PROBLEM |
|
|
Bogomolov A.N., Bogomolova O.A., Podtelkov V.V., Bogdan A.V., Liburatskov E.M. |
| Vol 13, No 4 (2022) |
ASSESSMENT OF THE STABILITY OF A LOADED SLOPE IN COMPLEX ENGINEERING AND GEOLOGICAL CONDITIONS |
|
|
Bogomolov A.N., Ofrikhter V.G., Redin A.V., Bogomolova O.A., Bogomolov S.A. |
| Vol 9, No 3 (2018) |
ACCOUNTING OF THE GROUND PROPERTIES IN THE MODEL OF INDOOR RADON SITUATION FORMATION |
|
|
Bakaeva N.V., Kalaydo A.V. |
| Vol 8, No 4 (2017) |
PROTECTIVE PILE CONSTRUCTIONS OF TRESTLE SUPPORTS “STREAMLINED” BY SOIL OF LANDSLIDES |
|
|
Matsii S.I., Leier D.V., Riabukhin A.K. |
| Vol 14, No 4 (2023) |
Heat treatment of ground surface using an electric arc plasma generator |
|
|
Sirotyuk V.V. |
| Vol 11, No 2 (2020) |
THE ANALYTICAL DETERMINATION OF THE PARAMETERS OF THE WELL WHILE ELIMINATING UNEQUAL SETTLEMENT OF FOUNDATIONS METHOD OF DRILLING-OUT OF THE SOIL |
|
|
Pronosin Y.A., Kaygorodov M.D., Karaulov A.M. |
| Vol 13, No 4 (2022) |
Calculation of effective schemes for strengthening shallow foundations by contour reinforcement with hard elements |
|
|
Nuzhdin M.L., Ponomaryov A.B. |
| Vol 12, No 3 (2021) |
PILES BEARING CAPACITY IN PERMAFROST SOILS UNDER CLIMATE CHANGE |
|
|
Nikiforova N.S., Konnov A.V. |
| Vol 8, No 4 (2017) |
NUMERICAL MODELLING OF THE DYNAMIC IMPACT OF A CARGO VEHICLE ON A BUILDING FOUNDATION |
|
|
Antipov V.V., Ofrikhter V.G., Ponomarev A.B., Shutova O.A. |
| Vol 7, No 4 (2016) |
DESIGN OF EXPERIMENTS TO CONSOLIDATE THE WATER-SATURATED CLAY SOIL BASE BY MAGNESIUM SULFATE IN THE CONSTRUCTION OF BUILDINGS AND STRUCTURES |
|
|
Igosheva L.A., Grishina A.S. |
| Vol 10, No 4 (2019) |
THEORETICAL SOLUTION TO THE PROBLEM OF THE PROPAGATION OF STRESSES IN SOILS WHEN EXPOSED TO AXISYMMETRIC RADIAL EFFECTIVE STRESSES |
|
|
Khasanov A.Z., Khasanov Z.A., Nabieva N.A., Khasanov J.A. |
| Vol 8, No 3 (2017) |
APPLICATION OF EXPRESS METHODS FOR DETERMINATION OF CHARACTERISTICS OF FILL SOILS |
|
|
Sazonova S.A., Rumiantsev S.D. |
| Vol 11, No 2 (2020) |
THE EFFECT GRAIN-SIZE COMPOSITION ON THERMAL CONDUCTIVITY OF SANDY SOILS |
|
|
Zakharov A.V., Makhover S.E. |
| Vol 7, No 3 (2016) |
Engineering protection of trestle support on landslide slopes of the city of Sochi (Krasnodar region) |
|
|
Leier D.V. |
| Vol 13, No 1 (2022) |
DETERMINATION OF THE VALUE OF THE STABILITY MARGIN COEFFICIENT BASED ON THE ANALYSIS OF THE STRESSED STATE OF THE SOIL MASS IN THE FRAMEWORK OF THE LINEAR THEORY OF ELASTICITY |
|
|
Bogomolova O.A., Zhidelev A.V. |
| Vol 10, No 4 (2019) |
EXPERIMENTAL TESTS OF A BEARING CAPACITY OF «FUNDEX» PILES AFTER THE LONG “RELAXATION” IN CLAY SOILS THE DEAD PRESSING AND PULLING-OUT LOADS |
|
|
Savinov A.V., Frolov V.E., Brovikov Y.N., Kozhinskiy M.P. |
| Vol 12, No 2 (2021) |
Determination of the actual excess excavation ratio (section “Kosino” - “Yugo-Vostochnaya”) |
|
|
Ter-Martirosian A.Z., Kivliuk V.P., Isaev I.O., Shishkina V.V. |
| Vol 14, No 3 (2023) |
Selection of equipment for experimental studies of the stress-strain state of reinforced soil bases and pavement structures |
|
|
Kleveko V.I., Teterin E.I. |
| Vol 11, No 2 (2020) |
INFLUENCE OF UNDERGROUND MINE PARAMETERS ON THE VALUE OF DAYLIGHT SURFACE SETTLEMENT OF UNDERMINED TERRITORY |
|
|
Bogomolova O.A., Zhidelev A.V. |
| Vol 7, No 3 (2016) |
Technical and economic comparison of methods of creating a ground water cutoff during the pit excavation |
|
|
Lashova S.S., Iadovina K.S., Petreneva O.V. |
| Vol 13, No 1 (2022) |
Assessment of seismic resistance of multi-storey buildings under seismic impacts on weak subsidence soils |
|
|
Zainulabidova K.R. |
| Vol 9, No 2 (2018) |
ON THE STRESS-STRAIN STATE OF AN ELASTIC HALF-PLANE WITH THE ASYMPTOTIC ATTENUATION OF THE DISPLACEMENTS AT INFINITY |
|
|
Bogomolov A.N., Bogomolova O.A., Ushakov A.N. |
| Vol 12, No 1 (2021) |
CALCULATION OF THE BEARING CAPACITY OF A TWO-SLOT STRIP FOUNDATION |
|
|
Bogomolova O.A. |
| Vol 7, No 2 (2016) |
INTERRELATION BETWEEN STRENGTH CHARACTERISTICS OF THE COMPOSING SOIL AND THE GEOMETRY OF HOMOGENEOUS SLOPE UNLOADED AT THE ULTIMATE STATE |
|
|
Bogomolov A.N., Podtelkov V.V., Tsvetkova E.V., Bogomolova O.A. |
| Vol 13, No 1 (2022) |
DEVELOPMENT OF INNOVATIVE PILE FOUNDATION DESIGNS ON SUBSIDENCE SOILS |
|
|
Gabibov F.G. |
| Vol 9, No 1 (2018) |
THE INFLUENCE OF HORIZONTAL UNDERGROUND TUNNELS, ORIENTED PARALLEL TO THE FRONT OF THE UNIFORM SLOPE, ON ITS STABILITY |
|
|
Bogomolov A.N., Abramov G.A., Bogomolova O.A., Pristanskov A.A., Ermakov O.V. |
| Vol 10, No 3 (2019) |
IMPROVING THE METHODS OF QUALITY CONTROL OF KNOWLEDGE OF STUDENTS OF THE DIRECTION "CONSTRUCTION" IN THE STUDY OF DISCIPLINE "SOIL MECHANICS" |
|
|
Kolenchenko K.E. |
| Vol 12, No 1 (2021) |
CHANGE IN STRENGTH PARAMETERS OF DISPERSED SOILS AFTER HIGH-FREQUENCY VIBRATION |
|
|
Polunin V.M., Cheremhina A.P. |
| Vol 9, No 4 (2018) |
PHYSICAL MODELING OF A REINFORCED SAND BASE OF THE FOUNDATION |
|
|
Shiranov A.M., Nevzorov A.L. |
| Vol 13, No 1 (2022) |
Settlement and long-term bearing capacity of the pile taking into account the rheological properties of soils |
|
|
Ter-Martirosyan Z.G., Ter-Martirosyan A.Z., Ermoshina L.Y. |
| Vol 9, No 1 (2018) |
THE INFLUENCE OF WATER SATURATION OF CLAY SOIL’S BASE ON ADDITIONAL SETTLEMENTS OF A FIVE-STOREY BUILDING WITH A STRIP SHALLOW FOUNDATION |
|
|
Kudasheva M.I., Kaloshina S.V., Zolotozubov D.G. |
| Vol 10, No 3 (2019) |
EXPERIMENTAL STUDIES OF PILE FOUNDATION GROUND BASE REINFORCED WITH HARD INCLUSIONS |
|
|
Nuzhdin M.L. |
| Vol 11, No 4 (2020) |
ACCOUNTING OF SOLAR RADIATION IN NUMERICAL MODELLING OF THE THERMOPHYSICAL PROCESSES OF FREEZING AND THAWING OF PERMAFROST SOILS |
|
|
Kudryavtsev S.A., Valtseva T.U., Kajarskii A.V., Kotenko J.I., Paramonov V.N., Sakharov I.I. |
| Vol 8, No 3 (2017) |
INTEGRATED TECHNOLOGY OF GEOTECHNICAL SURVEY |
|
|
Boldyrev G.G., Barvashov V.A., Idrisov I.K., Khrianina O.V. |
| Vol 9, No 4 (2018) |
ASSESSMENT OF THE INFLUENCE OF THE STRENGTH CHARACTERISTICS OF CLAY SOILS ON THE BEARING CAPACITY OF SINGLE CONICAL СFA PILES |
|
|
Cherniavsky D.A. |
| Vol 7, No 1 (2016) |
BUILDING ENERGY EFFICIENCY THROUGH THE USE OF A HORIZONTAL HEAT EXCHANGER SYSTEMS |
|
|
Kolechkina A.I., Zakharov A.V. |
| Vol 10, No 1 (2019) |
FEASIBILITY STUDY FOR THE CONSTRUCTION OF ROADS WITH LOW TRAFFIC INTENSITY ON THE BASIS OF OVER COMPACTED SOIL |
|
|
Skorobogatchenko D.A., Zasorina G.D. |
| Vol 11, No 3 (2020) |
ESTIMATION OF DYNAMIC EFFECTS FROM VIBRATION DIPPING OF SHEET PILES ON ENVIRONMENTAL BUILDINGS IN CONDITIONS OF WEAK WATER-SATURATED SOILS |
|
|
Mangushev R.A., Gurskiy A.V., Polunin V.M. |
| Vol 8, No 3 (2017) |
DETERMINATION OF BEARING CAPACITY OF PILES IN THE GROUP |
|
|
Gotman N.Z., Alekhin V.S., Sergeev F.V. |
| Vol 7, No 1 (2016) |
PLANNING OF EXPERIMENTAL RESEARCH BY DEFINITION OF THERMOPHYSICAL CHARACTERISTICS OF CLAY SOILS |
|
|
Iadovina K.S., Lashova S.S. |
| Vol 12, No 3 (2021) |
TWO APPROACHES FOR DETERMINING AREAS OF PLASTIC DEFORMATION IN A HOMOGENEOUS BASE FOUNDATION |
|
|
Bogomolov A.N., Bogomolova O.A., Ushakov A.N. |
| Vol 10, No 1 (2019) |
EXPRESS ASSESSMENT OF SOIL STRATA AND OF SOIL UNIT WEIGHT BY WAVE ANALYSIS |
|
|
Antipov V.V., Ofrikhter V.G. |
| Vol 11, No 3 (2020) |
GEOTECHNICAL ACCIDENTS OF ROAD STRUTURES AND THEIR LICVIDATION |
|
|
Shapiro D.M., Tyutin A.P. |
| Vol 14, No 1 (2023) |
Regulatory provisions for determining parameters of nonlinear mechanical behavior in hardening soil models |
|
|
Sharafutdinov R.F. |
| Vol 9, No 3 (2018) |
INTERACTION OF THE SYSTEM OF STRENGTHENING PILE FOUNDATIONS WITH PRELIMINARILY PRIME RATED GROUND BASIS OF OPERATING FACILITIES |
|
|
Pronozin Y.A., Stepanov M.A., Shuvaev A.N., Davlatov D.N. |
| Vol 7, No 1 (2016) |
THE PLANNING OF THE MODEL EXPERIMENTS TO INVERSTIGATE THE OPERATION OF RETAINING WALLS, WHICH ARE REINFORCED WITH GEOSYNTHETIC HORIZONTAL LAYERS |
|
|
Kashapova K.R. |
| Vol 12, No 3 (2021) |
VERTICALITY OF BOREHOLES |
|
|
Melnikov R.V., Pronozin Y.A. |
| Vol 8, No 4 (2017) |
EFFECTIVE METHOD OF DETERMINING THE PARAMETERS OF THE NON-LINEAR SOIL MODEL FROM IN-SITU TEST DATA |
|
|
Alekhin A.N., Alekhin A.A. |
| Vol 10, No 1 (2019) |
THE INFLUENCE OF SINGLE-LAYER AND DOUBLE-LAYER BASES VERTICAL SOIL PRESSING ON THE BEARING CAPACITY OF PILES |
|
|
Stepanov M.A., Dzhabrailova K.R., Rybak G.I., Stepanov M.A. |
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