Laboratory Study on the Characteristics of Wetting-Induced Deformation for Compacted Granite Residual Soil
Granite residual soil is widely employed as subgrade fill material, but its tendency to undergo wetting-induced deformation under moisture infiltration poses significant challenges to pavement stability. To address this issue, this study introduces an innovative wetting device capable of precisely c...
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| Principais autores: | , , , , , , |
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| Formato: | Artigo |
| Idioma: | Inglês |
| Publicado em: |
MDPI AG
2025-09-01
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| coleção: | Buildings |
| Assuntos: | |
| Acesso em linha: | https://www.mdpi.com/2075-5309/15/18/3372 |
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