TO THE QUESTION OF MATHEMATHICAL MODELING OF BORED PILES WORK WITH UPWARD LOADING
Journal Title: Вестник Харьковского национального автомобильно-дорожного университета - Year 2017, Vol 76, Issue
Abstract
Modeling and calculation of the tensely deformed state (TDS) of the system «soil base – pile anchor» by the finite elements method (FEM) in PC Plaxis were perfomed and the comparison analysis with the soil test results by a natural extract pile was conducted.
Authors and Affiliations
S. Tabachnikov, A. Samorodov
Keywords
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