Modelling of statically loaded single pile taking into account nonlinearity of foundation soil
Introduction. Modelling of pile foundations in modern software packages (PC) is often carried out in a linear formulation of the problem and with the use of coefficients that overestimate the results of pile foundations by several times. This approach leads to significant overconsumption of material...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
Moscow State University of Civil Engineering (MGSU)
2023-09-01
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Series: | Vestnik MGSU |
Subjects: | |
Online Access: | https://www.vestnikmgsu.ru/jour/article/view/47 |