Issue: 3(39), 2015. Series: Multi-Topic

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

UDK: 624.131.37

Bogomolov A. N., Bogomolova O. A., Podtelkov V. V., Ermakov O. V., Anisimov L. A.

The authors mark the main stages in the problem solution of finding areas of plastic deformations in soil massif in mixed formulation: formulas for calculation of tension in plastic areas that allow to define the location, sizes and form of the latest are presented. Graphics of areas of plastic deformations in models of simultaneously loaded slopes and real soil massif with destructive loads received experimentally and as the result of observation are provided.

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