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Longitudinal Deformation of Deep Shield Tunnels Caused by Upper Load Reduction
Above-crossing excavations may cause uplift damages on existing shield tunnels. Therefore, to accurately calculate the deformation of shield tunnels is very necessary for geotechnical engineers. At present, the single-sided elastic foundation beam model is usually used in longitudinal deformation ca...
Autores principales: | , , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2021
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8269697/ https://www.ncbi.nlm.nih.gov/pubmed/34209715 http://dx.doi.org/10.3390/ma14133629 |