Sedimentation and Self Weight Consolidation of Dredge Spoilby T. W. Lin, Miller Consulting Engineers, Riverton, WY, USA,
R. A. Lohnes, Miller Consulting Engineers, Riverton, WY, USA,
Abstract: Test results suggest that self weight consolidation begins when an interface forms in the settlement column and the slurry reaches a critical concentration as a result of the solid particles becoming locked into a three dimensional lattice. The rate of settlement for a specific material is characterized by a coefficient of consolidation and a graphical method for determining the coefficient is outlined.
Subject Headings: Soil settlement | Materials characterization | Suspended sediment | Structural settlement | Columns | Slurries | Solid mechanics | Particles
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