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...
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| 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 |
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