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

Анотація

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