A mathematical model describing freezing deformation of unsaturated clayey soils in a closed system
The deformation pattern of frozen cohesive soil is closely related to its saturation, exhibiting shrinkage at low saturation and expansion at high saturation. While there have been experimental reports on this phenomenon, research on theoretical models remains relatively scarce. Based on the analysi...
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| Format: | Artigo |
| Sprog: | Inglês |
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Editorial Office of Chinese Journal of Geotechnical Engineering
2026-01-01
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| Serier: | Yantu gongcheng xuebao |
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| Online adgang: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE20240822 |
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