IDENTIFICATION OF CARRYING CAPACITY OF PILES BY METHODS OF FUZZY LOGIC AND METHOD BOUNDARY ELEMENTS
Keywords:
method of boundary elements, intense-deformed condition, fuzzy logic, training sample, genetic algorithms, soil, bearing ability of a pileAbstract
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 minimumDownloads
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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.
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Section
Civil Engineering