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Consolidation Behavior of a Cylindrical Soil Layer Subjected to Nonuniform Pore-Water Pressure Distribution
Publisher: American Society of Civil Engineers
Abstract: Nonuniform, initial, excess pore-water pressure distributions in the horizontal direction will have a different impact on the consolidation behavior of the soil layer, when compared with the uniform pore-water pressure ...
Influence of Settling Behavior of Soil Particles on the Consolidation Properties of Dredged Clay Sediment
Publisher: American Society of Civil Engineers
Abstract: Placement of dredged spoils in a slurry form and allowing self-weight consolidation is common in land reclamation works carried out adjacent to water bodies. The influence of the settling behavior of soil particles in ...
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