Cargando…
A new approach for evaluating continuous and discontinuous pipeline deformation induced by soil tunnel excavation
The deformation of the overlying pipeline caused by the soil tunnel excavation cannot be ignored in the case of the small spacing between the pipeline and the tunnel. Based on the rigid bar method, the pipeline-soil interaction model was established, with the simply supported beam as the basic syste...
| Autores principales: | , , , |
|---|---|
| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
Nature Publishing Group UK
2023
|
| Materias: | |
| Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10403532/ https://www.ncbi.nlm.nih.gov/pubmed/37542072 http://dx.doi.org/10.1038/s41598-023-38291-7 |