Numerical assessment of the influence of stone columns on liquefaction-induced seismic effects in RC structures
The cyclic shear stress induced in loosesaturated sandy soil owing to seismic loading may trigger liquefactionphenomena. Seismic-induced liquefaction can cause significant damage to thesub-structure and the super-structure resting on the soil stratum. Severalstudies have highlighted the effectivenes...
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| Glavni autori: | , , , |
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| Format: | Artigo |
| Jezik: | Inglês |
| Izdano: |
Taylor & Francis Group
2025-12-01
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| Serija: | Geomatics, Natural Hazards & Risk |
| Teme: | |
| Online pristup: | https://www.tandfonline.com/doi/10.1080/19475705.2025.2579755 |
| Oznake: |
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