Issue: 1(37), 2015. Series: Multi-Topic

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

UDK: 624.131

Bogomolov A. N., Prokopenko A. V.

The article provides the examples of comparison of numerical values of the results of experiments on determination of bearing capacity of foundations and determination of the form and the sizes of areas of plastic deformations with the results obtained on the basis of the analytical solution of the mixed task of elasticity theory and soil plasticity theory for the conditions of the experiments. Their satisfactory compliance is noted. The authors study the influence of variable calculated parameters on the size of maximum load capacity.

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Other articles in section

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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