Issue: 3(34), 2014. Series: Multi-Topic

COMPUTER PROGRAM FOR THE SOLUTION OF APPLIED TASKS OF GEOMECHANICS AND ESTIMATION OF LONG-TERM STABILITY OF SOIL MASSIVES

UDK: 624.131

Shiyan S. I.

The article describes the possibilities of the computer program “Stability. Stress Strain State”, developed by the group of workers of the Volgograd State University of Architecture and Civil Engineering under the lead of the Professor A. N. Bogomolov. In this program, in order to analyze stress strain state of soil massives in flat position, the authors formalize the analytical solutions of boundary problems of the theory of elasticity for one-coherent areas with curved boundary received with the help of the methods of the theory of functions of complex variable and finite elements method.

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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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Dyba V. P., Skibin G. M.
DEVELOPMENT OF LIMIT ANALYSIS METHODS FOR THE ASSESSMENT OF BEARING CAPACITY OF “BASE — SOIL FOUNDATION” SYSTEM
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Ushakov A. N.
ABOUT THE CLASSIFICATION OF FORMS OF SECTIONS OF UNDERGROUND DEVELOPMENTS
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UDK: 624.131
Ushakov A. N.
ABOUT DISTRIBUTION OF ZERO OF TANGENTIAL NORMAL STRESS
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UDK: 624.131
Shiyan S. I.
FORECAST OF LONG-TERM STABILITY AND SAFE OPERATION OF CUT AND EMBANKMENT SLOPES
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UDK: 624.131
Shiyan S. I.
ORGANIZATION OF SAFE OPERATION OF THE SLOPE OF THE CHANNEL OF THE VOLGA-DON WATERWAY BASED ON NEW CRITERION OF LONG-TERM STABILITY
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