Doctor of Engineering Science, Professor, the Head of Hydraulic and Earthwork Structures Department, Vice-Rector for Scientific Research, Volgograd State University of Architecture and Civil Engineering (VSUACE). Russian Federation, 400074, Volgograd, 1, Akademicheskaya St.; Professor of Construction Operations and Geotechnics Department, Perm National Research Polytechnic University. Russian Federation, 614990, Perm′, 29, Komsomolskii Prospect, banzaritcyn@mail.ru
UDK: 624.131
Bogomolov A. N., Shubin M. A., Sinyakov V. N., Kuznetsova S. V., Bogomolova O. A., Ushakov A. N., Prokopenko A. V., Savinov A. V.
DETERMINATION OF THE ORIENTATION ANGLE OF THE MOST PROBABLE SHIFT AREA AT SOIL MASS AND THE DEVELOPMENT PROCESS OF THE PLASTIC DEFORMATIONS IN SMOOTH BASE OF CONTINUOUS FOOTING OF SUBSURFACE
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UDK: 624.131.532
Bogomolov A. N., Kuznetsova S. V., Sinyakov V. N., Shubin M. A., Dyba V. P., Skibin G. M., Olyanskiy Y. I., Bogomolova O. A., Ushakov A. N.
THE ANALYSIS OF STRESS STATE OF SOIL BODY WHICH ACCOMMODATES UNDERGROUND SPACE OF VARIOUS CONFIGURATIONS
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UDK: 624.131.439: 624.137.2
Bogomolov A. N., Kuznetsova S. V., Sinyakov V. N., Shubin M. A., Dyba V. P., Skibin G. M., Olyanskiy Y. I., Bogomolova O. A., Ushakov A. N.
CALCULATION OF SLOPE STABILITY AND LANDSLIDE PROTECTION STRUCTURES DESIGN
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UDK: 624.131
Bogomolov A. N., Bogomolova O. A., Vayngolts A. I., Podtelkov V. V.
DEVELOPMENT OF PLASTIC DEFORMATION IN A HOMOGENOUS BASIS OF THE FLEXIBLE STRIP FOUNDATION WITHIN THE MODEL OF THE MIXED PROBLEM OF THE ELASTICITY THEORY AND THE SOIL PLASTICITY THEORY
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UDK: 624.131
Bogomolov A. N., Ivanov A. S., Shiyan S. I., Ermakov O. V.
THE RESULTS OF COMPARISON OF EXPERIMENTAL AND CALCULATED VALUES OF SOIL LATERAL PRESSURE ON BUILDING ENVELOPES OF DITCHES
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UDK: 624.131
Ivanov A. A., Bogomolov A. N., Bogomolova O. A., Nestratov M. Y., Donskov R. E.
PILOT STUDY OF FORMATION PROCESS OF LIMIT STATE AREAS IN THE BASIS OF THE BOX-SHAPED FOUNDATION ON THE MODELS MADE OF THE EQUIVALENT MATERIAL
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UDK: 624.131
Bogomolov A. N., Bogomolova O. A., Shubin M. A., Pavlov D. V., Podlinev M. O., Solov′ev A. V.
DETERMINATION OF THE LIMIT DEPTH OF HORIZONTAL WORKING DEPOSITS OF VARIOUS CROSS SECTIONS
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UDK: 624.131
Bogomolov A. N., Shiyan S. I., Solov′ev A. V., Bogomolova O. A.
REGULATION OF STRESS STATE AND STABILITY OF EARTHWORK STRUCTURES
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UDK: 624.131
Bogomolov A. N., Tsvetkova E. V.
OPTIMUM SIZES OF CROSS SECTIONS OF VARIOUS DEVELOPMENTS AND GENERAL FORMULAS FOR THE DETERMINATION OF TANGENTIAL TENSION ON THEIR CONTOURS
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UDK: 624.138
Bogomolov A. N., Ponomarev A. B., Mashchenko A. V., Kuznetsova A. S.
ANALYSIS OF THE INFLUENCE OF DIFFERENT TYPES OF REINFORCEMENT ON THE DEFORMATION CHARACTERISTICS OF CLAY SOILS
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UDK: 624.131
Bogomolov A. N., Prokopenko A. V.
COMPARISON OF THE AREAS OF PLASTIC DEFORMATIONS CONSTRUCTED AT NONRIGID STRESS DISTRIBUTION IN FOUNDATION AND UNDER CONDITIONS OF MIXED TASK OF THE ELASTICITY THEORY AND THE SOIL PLASTICITY THEORY
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UDK: 622.261.2:539.4
Bogomolov A. N.
INFLUENCE OF THE SECTION SHAPE OF DERIVATIONAL TUNNEL THAT IS UNDER THE INFLUENCE OF GRAVITATION FORCES ON TENSION DISTRIBUTION ACROSS ITS CONTOUR
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UDK: 624.131
Bogomolov A. N., Prokopenko A. V.
INFLUENCE OF NUMERICAL VALUES OF PHYSICAL AND MECHANICAL PROPERTIES OF THE FOUNDATION ON THE SIZE OF MAXIMUM LOAD CAPACITY DEFINED ON THE BASIS OF THE SOLUTION OF MIXED TASK OF ELASTICITY THEORY AND SOIL PLASTICITY THEORY
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UDK: 624.131
Bogomolov A. N., Prokopenko A. V.
PECULIARITIES OF THE NUMERICAL SOLUTION TO THE PROBLEM OF BEARING CAPACITY OF FOUNDATION UNDER CONDITIONS OF MIXED TASK OF THE ELASTICITY THEORY AND THE SOIL PLASTICITY THEORY
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UDK: 624.131
Bogomolov A. N., Pavlov D. V., Bogomolova O. A., Solov′ev A. V., Podtelkov V. V.
EXPERIMENTAL JUSTIFICATION OF POSSIBILITY OF USE OF CONDITION OF COULOMB’S STRENGTH FOR THE ASSESSMENT OF STABILITY OF HORIZONTAL DEVELOPMENT LOCATED IN ACTIVE ZONE OF STRIP FOUNDATION
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UDK: 624.131
Bogomolov A. N., Pristanskov A. A., Pavlov D. V., Bogomolova O. A., Anisimov L. A.
FORMALISATION OF CALCULATION OF STABILITY OF UNFIXED UNDERGROUND DEVELOPMENT OF ROUND SECTION EXHAUSTED IN ACTIVE ZONE OF COHERENT BASIS OF BURIED STRIP FOUNDATION
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UDK: 624.131
Bogomolov A. N., Pristanskov A. A., Podtelkov V. V., Yakimenko I. V.
LABORATORY RESEARCHES OF THE BEARING CAPACITY OF THE BASIS OF “PERIODIC” BURIED STRIP FOUNDATION
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UDK: 624.131
Bogomolov A. N., Ushakov A. N., Bogomolova O. A., Podtelkov V. V., Ermakov O. V.
ABOUT THE IMPOSSIBILITY OF UNILATERAL BOTTOM HEAVE OF HOMOGENEOUS BASIS FROM BELOW STRIP CENTRALLY LOADED FOUNDATION
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UDK: 624.131.37
Bogomolov A. N., Bogomolova O. A., Podtelkov V. V., Ermakov O. V., Anisimov L. A.
USE OF APPROXIMATE ANALYTICAL SOLUTION OF MIXED PROBLEM OF THE ELASTICITY THEORY AND THE SOIL PLASTICITY THEORY FOR THE ASSESSMENT OF STABILITY OF LOADED SLOPES
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