Consolidation theory of soft foundation with partially penetrating vertical drains under surcharge-vacuum preloading
Due to the limitations of the existing methods, a simplified method for calculating the consolidation degree for the soft foundation with partially penetrating vertical drains is devised, in which the soil is divided into two layers: an upper layer with vertical drain and a lower layer without verti...
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| Auteur principal: | |
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| Format: | Artigo |
| Langue: | Inglês |
| Publié: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2022-03-01
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| Collection: | Yantu gongcheng xuebao |
| Sujets: | |
| Accès en ligne: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE202203015 |
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