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

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

UDK: 624.131

Bogomolov A. N., Prokopenko A. V.

The article provides the examples of calculation of the size of maximum permissible loading on the foundation. The examples are based on works of other authors. As a result it was determined that the size of soil lateral pressure coefficient, the size of the elasticity module of stamp material and width have a great influence on the results of the calculation. It is established that the calculated value of maximum permissible loading is practically to the same extent sensitive to inadequate purpose of all these calculated parameters. And, the difference of values of the received results can be up to 60 % and more.

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Other articles in section

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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