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Prokopenko, Aleksei Vasil′evich

Postgraduate student of Hydraulic and Earthwork Structures Department, Volgograd State University of Architecture and Civil Engineering (VSUACE)

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
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: 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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