Effects of horizontal and three-dimensional reinforcement on frost-heaving and thawing-settlement in seasonally frozen soils
The frost heaving and thaw-induced settlement is the primary causes of structural damage in the areas with seasonally frozen soils. Practical applications have demonstrated that the roadbeds reinforced with geosynthetic materials exhibit excellent resistance to cyclic frost-thaw damage. However, the...
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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
2024-08-01
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| Edice: | Yantu gongcheng xuebao |
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| On-line přístup: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE2024S10025 |
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