UH model for ideal expansive unsaturated soils
The expansive unsaturated soils are characterised by the behaviour of volume increase and strength reduction during wetting, which may cause nonuniform foundation settlement and further result in cracking of overlaying buildings. A factor accounting for the plastic volumetric expansion is developed,...
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| Главный автор: | |
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| Формат: | Artigo |
| Язык: | Inglês |
| Опубликовано: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2023-06-01
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| Серии: | Yantu gongcheng xuebao |
| Предметы: | |
| Online-ссылка: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE20220294 |
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