Influence of site soil plastic deformation on seismic response of precast horseshoe-shaped tunnel structure
Because of strong nonlinear features of soils, the site always plastically deforms after a seismic excitation, which will have additional loading effects for underground structures buried in soil. But the effects are not taken into account in the current seismic design methods, which may bring up sa...
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| Format: | Artigo |
| Langue: | Inglês |
| Publié: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2026-02-01
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| Collection: | Yantu gongcheng xuebao |
| Sujets: | |
| Accès en ligne: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE20241127 |
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