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Permeability Coefficients of Dredged Slurries at High Void Ratio
According to sediment rates of slurries in initial stages, permeability coefficients of samples applied in this article is obtained. It shows that the permeability coefficients of dredged slurry determined from sedimentation tests are feasible. In bi-logarithm coordinates, permeability coefficients of dredged slurries increase linearly with the increasing of void ratio. Permeability coefficients, however, increase abruptly when slurries change from soil state into fluid state. At last, a model on the relationship between void ratio and permeability coefficients of dredged slurries is obtained.
Permeability Coefficients of Dredged Slurries at High Void Ratio
According to sediment rates of slurries in initial stages, permeability coefficients of samples applied in this article is obtained. It shows that the permeability coefficients of dredged slurry determined from sedimentation tests are feasible. In bi-logarithm coordinates, permeability coefficients of dredged slurries increase linearly with the increasing of void ratio. Permeability coefficients, however, increase abruptly when slurries change from soil state into fluid state. At last, a model on the relationship between void ratio and permeability coefficients of dredged slurries is obtained.
Permeability Coefficients of Dredged Slurries at High Void Ratio
Applied Mechanics and Materials ; 170-173 ; 1269-1272
2012-05-14
4 pages
Article (Journal)
Electronic Resource
English
Permeability Coefficients of Dredged Slurries at High Void Ratio
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