2006
DOI: 10.1016/j.jcis.2005.06.034
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Improved dewatering behavior of clay minerals dispersions via interfacial chemistry and particle interactions optimization

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Cited by 75 publications
(30 citation statements)
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“…However, the two different types of charges of smectite surface, permanent negative charge on the plate face and the pH-dependent charges at the edges, determine the electrophoretic mobility [28,29]. According to the values given in Table 2, RS, Na-S and HDTMA-smectites at low concentrations (0.5CEC and 1.0CECHDTMA-S) have negative electrophoretic mobilities under all pHs and appear to be dominated by the permanently negatively charged siloxane basal face [82]. However, the electrophoretic mobility values of 1.5CEC-, 2.0CEC-, 2.5CEC-and 3.0CECHDTMA-S suspensions shifted to positive values.…”
Section: Electrophoretic Mobility Measurementsmentioning
confidence: 99%
“…However, the two different types of charges of smectite surface, permanent negative charge on the plate face and the pH-dependent charges at the edges, determine the electrophoretic mobility [28,29]. According to the values given in Table 2, RS, Na-S and HDTMA-smectites at low concentrations (0.5CEC and 1.0CECHDTMA-S) have negative electrophoretic mobilities under all pHs and appear to be dominated by the permanently negatively charged siloxane basal face [82]. However, the electrophoretic mobility values of 1.5CEC-, 2.0CEC-, 2.5CEC-and 3.0CECHDTMA-S suspensions shifted to positive values.…”
Section: Electrophoretic Mobility Measurementsmentioning
confidence: 99%
“…Former studies (Abend and Lagaly, 2000;Amorós et al, 2002;Mpofu et al, 2003;Rasteiro and Salgueiros, 2005;McFarlane et al, 2006;Faers et al, 2006) showed the effect of solution chemistry on the rheological behaviour of solid dispersions. With reference to the oil sands extraction process, Wallace et al (2004) showed the impact of aqueous phase composition on bitumen recovery in the presence of fine solids.…”
Section: Introductionmentioning
confidence: 99%
“…b0.1 m h − 1 ), low sediment solid loading (b10 wt.%) and increased shear yield stress, the latter which may lessen compact consolidation (McFarlane et al, 2006). With the addition of polymer flocculant, flocculated kaolinite and smectite typically consolidates to 20-22 wt.% solid (McFarlane et al, 2006).…”
Section: Introductionmentioning
confidence: 99%