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- W2362211518 abstract "The consolidation behaviors of self-weight dredger-fill were studied by settling column test.The influences of initial density of soil-water mixture,concentration of electrolyte and type of cation in water on consolidation behaviors were investigated.The results showed that the duration for settling of sediment in the 50cm height column was about 3h,and the consolidation process lasted approximately 1-2 d.At the end of consolidation process,the void ratio was in the range of 2-3.The decrease of mixture initial density resulted in the increase both in settling speed and final void ratio.The higher concentration of electrolyte or higher valence of cation in water resulted in higher settling speed of sediment,and the final void ratio will be lower.The influence of cation valence on consolidation was stronger than that of electrolyte concentration.Consequently,the addition of high valence cation such as Ca~(2+) into soil-water mixture can improve the self-weight consolidation speed and density of consolidated dredger fill.The test result also showed that the compressive curve of consolidated dredger fill was linear within the stress range from 0 to 2 kPa." @default.
- W2362211518 created "2016-06-24" @default.
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- W2362211518 date "2008-01-01" @default.
- W2362211518 modified "2023-09-24" @default.
- W2362211518 title "Laboratory study on self-weight sedimentation and consolidation behaviors of hydraulic-dredged mud" @default.
- W2362211518 hasPublicationYear "2008" @default.
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