• Title/Summary/Keyword: Flocculated slurries

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Influence of Granules Characteristics and Compaction Pressure on the Microstructure and Mechanical Properties of Sintered Alumina

  • Cho, Yong-Ick;Chung, Sang-Gwi;Cho, Sung-Yong;Kim, Seung-Jai;Nobuhiro Shinohara;Masataro Okumiya
    • Journal of the Korean Ceramic Society
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    • v.38 no.3
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    • pp.212-217
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    • 2001
  • The influence of granules characteristics and compaction pressure on the microstructure and mechanical properties of sintered as a function of slurry dispersion state. The characteristics and the compaction behavior of the spray dried alumina granules considerably affected the microstructure as well as the mechanical properties of the sintered body. In the green bodies formed with granules prepared with a dispersed slurry, the granules with dimple clearly existed and caused pore defects in sintered body. These dimples were clearly present even in the green body prepared at 180 MPa. The pores between the granules were not removed during pressing and sintering, and remained in the sintered body. In contrast, in the granules fabricated from a flocculated slurry, the destroy of granules at the contact points was observed with increasing pressure. Sintered bodies fabricated with fewer defects showed strength increase. For the sample fabricated with flocculated slurry, the pores at the boundaries of granules were small and more irregular shape compared with those of dispersed slurry.

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SAND MIXING EFFECT FOR THE SUPPORT CAPACITY OF DREDGED SLURRIES (준설점토의 지지력에 대한 모래 혼합효과)

  • 유건선
    • Proceedings of the Korean Geotechical Society Conference
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    • 1992.10a
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    • pp.47-54
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    • 1992
  • When marine clay is hydraulically dredged from seabed and pumped into the pond enclosed by contatinment dykes, marine clay is mixed and flocculated with water and then settled. At this time, the fines will interact with the water to form a Bingham plastic slurry which has non-Newtonian characteristics. The dredged slurry has different physical properties depending on settling locations and settling depths in the pond and has few hundred percent of water content and almost nil of shear strenght. In order to make this condition of the dredged slurry the final formation for public use within a short period, sand spreading method to enhance the support capacity of the dredged slurry is developed. In this paper, the effect of sand mixing into the dredged slurry of this method is analyzed based on reference study, laboratory tests and actual construction results.

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