ИССЛЕДОВАНИЕ СВАЙ С МНОГОМЕСТНЫМИ УШИРЕНИЯМИ МЕТОДОМ ЧИСЛЕННОГО МОДЕЛИРОВАНИЯ

Abstract

The article presents the results of experimental study performed on the numerical analysis of piles with multi-extensions obtained by modeling their operation in the MIDAS GTS NX environment. A comparative assessment of the results of field tests and model isofields of soil deformations has been performed. The analysis of the obtained data demonstrates a sufficient identity of the experimental results. It has been established that piles with multi-extensions have significant efficiency in resisting vertical loads compared to ready-made prismatic piles.