Effect of Water Content on Apparent Cohesion of Soils from Landslide Sites
There are many empirical equations published for unsaturated fine-grained soils. However, there is only one empirical equation established for silty sand using the shear-box test and filter-paper-based suction test, but with the suction range of 0 to 200 kPa. It is reported that there is a significa...
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| Asıl Yazarlar: | , |
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| Materyal Türü: | Artigo |
| Dil: | Inglês |
| Baskı/Yayın Bilgisi: |
MDPI AG
2022-04-01
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| Seri Bilgileri: | Geotechnics |
| Konular: | |
| Online Erişim: | https://www.mdpi.com/2673-7094/2/2/17 |
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