1968
DOI: 10.1016/0021-9797(68)90127-6
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The dependence of plastic flow behavior of clay suspensions on surface properties

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Cited by 126 publications
(39 citation statements)
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“…This is in spite of a number of attempts made, mainly in the 1960s and 1970s, which include the single particle and aggregate network models (Tempel, 1961(Tempel, , 1979, the floc model (Micheals and Bolger, 1962), the elastic floc model (Hunter and Nicol, 1968;Firth, 1976;Firth and Hunter, 1976a,b), and the cell model (Tanaka and White, 1980). As discussed elsewhere (Gupta, 1994;Leong et al, 1995), these models are based on assumptions and premises which are at best questionable.…”
Section: Introductionmentioning
confidence: 92%
“…This is in spite of a number of attempts made, mainly in the 1960s and 1970s, which include the single particle and aggregate network models (Tempel, 1961(Tempel, , 1979, the floc model (Micheals and Bolger, 1962), the elastic floc model (Hunter and Nicol, 1968;Firth, 1976;Firth and Hunter, 1976a,b), and the cell model (Tanaka and White, 1980). As discussed elsewhere (Gupta, 1994;Leong et al, 1995), these models are based on assumptions and premises which are at best questionable.…”
Section: Introductionmentioning
confidence: 92%
“…Here, the resistance of the suspension to flow can be considered as consisting of two parts, a Newtonian part in which the shear stress is proportional to the shear rate and a nonNewtonian part in which the shear stress is constant irrespective of the shear rate. The Newtonian part has been ascribed to hydrodynamic effects produced by flow of the fluid around the flow units, and the nonNewtonian part has been ascribed to interaction between the flow units (e.g., Hunter and Nicol, 1968). According to rheological theory (Goodeve, 1939(Goodeve, , 1949Gillespie, 1960),…”
Section: Theoretical Considerationsmentioning
confidence: 99%
“…Also the rheological properties of dense dispersions are correlated with the potential. Hunter and Nicol (4) derived an equation in which the yield stress is a linear function of 2 . The slope is negative; i.e., the maximum yield stress corresponds to the isoelectric point (IEP).…”
Section: Introductionmentioning
confidence: 99%