Review article

About the method of calculating the single pile deformation

UDC: 

624.154.1

DOI: 

10.23968/1999-5571-2019-16-4-52-57

Pages: 

52-57

Annotation: 

The article presents a method of calculating the deformation of a single friction pile, that has comparable results with full-scale tests of this design, which makes it possible to consider this method as substantiated. A numerical example is considered. A method of calculating the settlement of a conditional pile foundation according to the program BRNL (www.Buildcalc.ru) is proposed, which can be used in relation to the deep foundation.

Authors: 

Alekseev S. I. Emperor Alexander I St. Petersburg State Transport University

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