IDENTIFICATION OF CARRYING CAPACITY OF PILES BY METHODS OF FUZZY LOGIC AND METHOD BOUNDARY ELEMENTS

Authors

  • Alla Morgun Vinnitsa National Technical University
  • Denis Kotelnikov Vinnitsa National Technical University
  • Ivan Morgun Vinnitsa National Technical University

Keywords:

method of boundary elements, intense-deformed condition, fuzzy logic, training sample, genetic algorithms, soil, bearing ability of a pile

Abstract

The paper considers identification by numerical method of boundary elements using fuzzy knowledge bases of nonlinear task of geomechanics-forecasting of bearing ability of building piles depending on physicomechanical properties of soil and lengths of a pile. For solution of this problem genetic algorithms of optimization, as more effective are used for the search of global minimum

Author Biographies

Alla Morgun, Vinnitsa National Technical University

Head of the Chair of Industrial and Civil Engineering

Denis Kotelnikov, Vinnitsa National Technical University

Assistant Professor of the Chair of Software Support

Ivan Morgun, Vinnitsa National Technical University

Post – Graduate

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Abstract views: 174

Published

2015-12-02

How to Cite

[1]
A. Morgun, D. Kotelnikov, and I. Morgun, “IDENTIFICATION OF CARRYING CAPACITY OF PILES BY METHODS OF FUZZY LOGIC AND METHOD BOUNDARY ELEMENTS”, Works of VNTU, no. 2, Dec. 2015.

Issue

No. 2 (2008): 2008№2

Section

Civil Engineering

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