Critical hydraulic gradient and suffusion of sand–clay mixtures under a gradual increase in flow rate
Suffusion is the loss of relatively small particles from the soil matrix due to high hydrodynamic forces acting on them. This study investigates critical hydraulic gradient and hydraulic-induced suffusion of sand–clay mixtures as a function of clay type, the size ratio between sand and clay, and ion...
I tiakina i:
| Ngā kaituhi matua: | , , , |
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| Hōputu: | Artigo |
| Reo: | Inglês |
| I whakaputaina: |
Elsevier
2026-07-01
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| Rangatū: | Journal of Rock Mechanics and Geotechnical Engineering |
| Ngā marau: | |
| Urunga tuihono: | http://www.sciencedirect.com/science/article/pii/S1674775526001253 |
| Ngā Tūtohu: |
Kāore He Tūtohu, Me noho koe te mea tuatahi ki te tūtohu i tēnei pūkete!
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