Candidate of Technical Science, Docent of Department of Applied Mathematics and Computer Engineering, Volgograd State University of Architecture and Civil Engineering (VSUACE). Russian Federation, 400074, Volgograd, 1, Akademicheskaya St.
UDK: 624.131
Bogomolova O. A., Yechevsky A. V., Babakhanov B. S., Shiyan S. I.
ENGINEERING METHOD FOR STABILITY ANALYSIS OF LOADED SLOPES
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UDK: 624.131
Bogomolova O. A., Vayngolts A. I., Kalinovski S. A., Babakhanov B. S., Nesterov R. S., Torshin D. P., Ivanov A. S.
ANALYSIS OF STRESSED AND DEFORMED CONDITION OF TWO-LAYERED BASIN OF UNSUNKEN BANDED FOUNDATION CAUSED BY EQUALLY DISTRIBUTED STRIP LOADING
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UDK: 624.131
Bogomolova O. A., Vayngolts A. I., Babakhanov B. S., Nesterov R. S., Ivanov A. S., Ushakov A. N.
THE INFLUENCE OF LOADING DIAGRAM FORM ON THE NUMERICAL COMPUTATION RESULTS OF THE STRESS STATE OF TWO-LAYER FOUNDATION OF STRIP FOUNDATION
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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
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., 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., 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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