Consolidation characteristics of ultra soft soil foundation by vacuum preloading based on digital image technology
This study investigates soil samples from Wenzhou, Taizhou and Ningbo regions with different initial water contents. Indoor vacuum preloading model tests combined with particle image velocimetry (PIV) technology are used to analyze the differences in consolidation characteristics of the soil samples...
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| Format: | Artigo |
| Jezik: | Inglês |
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Editorial Office of Chinese Journal of Geotechnical Engineering
2025-10-01
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| Serija: | Yantu gongcheng xuebao |
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| Online dostop: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE2025S20006 |
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