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Theoretical analysis and finite element simulation of pipeline structure in liquefied soil
A mechanical analysis model for the floating of buried pipelines in soil liquefaction areas is established in this paper. In order to improve the inherent defects of the elastic foundation beam method based on the Winkler model and increase the calculation accuracy, the Pasternak model is introduced...
| Autores principales: | , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
Elsevier
2021
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| Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8282987/ https://www.ncbi.nlm.nih.gov/pubmed/34296010 http://dx.doi.org/10.1016/j.heliyon.2021.e07480 |