Horizontal dynamic analysis of a single pile in saturated soft soils under Rayleigh wave action consideringe effects of vertical loads
The pile generates horizontal vibration under the combined action of vertical loads and Rayleigh waves, and the vertical loads will increase the horizontal displacement due to the second-order effects. In order to study the horizontal dynamic response of piles in saturated soft soil foundation, a mo...
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| Glavni autor: | |
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| Format: | Artigo |
| Jezik: | Inglês |
| Izdano: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2024-10-01
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| Serija: | Yantu gongcheng xuebao |
| Teme: | |
| Online pristup: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE2024S20030 |
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