Bearing capacity of pile foundation in soft clay under cyclic loading
It is known that the strength and stiffness of soft clay will decrease with the continuous action of cyclic loading. Currently, the majority of studies on load transfer models for piles in soft clay under cyclic loading are based on the hyperbolic model, which are more complex and less efficient. In...
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| Hlavní autor: | |
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| Médium: | Artigo |
| Jazyk: | Inglês |
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Editorial Office of Chinese Journal of Geotechnical Engineering
2025-07-01
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| Edice: | Yantu gongcheng xuebao |
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| On-line přístup: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE20240169 |
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