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Calcite fines, stabilization

When the DMAEMA content of NVP - DMAEMA copolymers was reduced from 20% to 8%, the silica fines stabilization effectiveness appeared to improve slightly. When the 80/20 NVP - DMAEMA copolymer was converted to a terpolymer containing 8% DMAEMA (CH SO, silica fines stabilization was substantially unaffected. However, stabilization of silica/kaolinite fines was greatly improved. This suggested that the interaction of polymer quaternary nitrogen atoms with anionic sites on mineral surfaces was important for the stabilization of migrating clays but a different interaction was important for the stabilization of silica fines. Calcite fines stabilization improved while hematite fines stabilization effectiveness decreased. This also indicated the nature of the adsorbed polymer - fine particle complex varied for different minerals. [Pg.220]

Copolymers of MDTHD and DMAPMA appeared to be the most effective silica, calcite, and hematite mineral fines stabilizers. Increasing the copolymer MDTHD content had little effect on polymer performance. Similar results were observed for a series of MDTHD -DMAEMA copolymers and a series of DMAEMA CH-C1 salt - DMAEMA copolymers (Table VI). In contrast, increasing the MDTHD content of MDTHD - NNDMAm copolymers from 67% to 90% improved copolymer performance as a silica fines and hematite fines stabilizer. [Pg.217]

Limited silica fines stabilization data indicated that increasing copolymer molecular weight from 100,000 to 1,000,000 daltons had, if anything, a negative effect on silica fines stabilization. At a molecular weight of 1,000,000 daltons, this copolymer appeared to be more effective in stabilizing silica fines than silica/kaolinite, calcite, or hematite fines. However, the results may be due in part to the larger particle size and lower surface area of the silica fines (see Table II). [Pg.220]

Analyses of Immersion Liquids and Precipitates. The experiment under nitrogen provided vital information on the stability of the concrete-water system and the reactions taking place. Under a normal atmosphere, sulfur leached from the infiltrated concrete was deposited on the surface as described or was precipitated as a fine mud in the immersion water, together with minor gypsum and calcite. Under nitrogen, however, the liquid turned yellow to pale orange, its pH rose to 11 or more, and precipitation ceased. When the solution was exposed to air, it turned colorless and precipitated sulfur rapidly. This was accompanied by a pH drop to a normal 7.3 level. [Pg.99]

Chemical diffusion of the rare-earth element was measured in natural calcite under anhydrous conditions, using rare-earth carbonate powders as the sources. Experiments were run in sealed silica capsules together with finely ground calcite to ensure stability of the single-crystal samples during diffusion anneals. Rutherford back-scattering spectroscopy was used to measure diffusion profiles. The Arrhenius relationship at 600 to 850C was ... [Pg.282]


See other pages where Calcite fines, stabilization is mentioned: [Pg.411]    [Pg.573]    [Pg.80]    [Pg.184]    [Pg.226]    [Pg.926]    [Pg.283]    [Pg.381]   
See also in sourсe #XX -- [ Pg.215 ]




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