| Autor: |
Grosel Szczepan, Pachnicz Michał, Różański Adrian, Sobótka Maciej, Stefaniuk Damian |
| Jazyk: |
angličtina |
| Rok vydání: |
2018 |
| Předmět: |
|
| Zdroj: |
Studia Geotechnica et Mechanica, Vol 40, Iss 4, Pp 313-320 (2018) |
| Druh dokumentu: |
article |
| ISSN: |
2083-831X |
| DOI: |
10.2478/sgem-2018-0035 |
| Popis: |
In the paper, the influence of different types of bedding and backfill soil surrounding underground sewage duct on its deformation was analysed. Impact of increased soil lateral pressure was examined by considering the construction of an embankment nearby the underground pipeline. Numerical computations of three different variants of bedding and backfill soil surrounding the pipe were carried out. Displacements and deformation of the pipe were calculated using the finite element method with adoption of elastic-perfectly plastic constitutive model of soil. Subsequent stages of the construction were taken into account. Shear strength reduction method was applied to evaluate the factor of safety of the entire system. Finally, the results and conclusions were depicted. |
| Databáze: |
Directory of Open Access Journals |
| Externí odkaz: |
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