1991
DOI: 10.1016/0016-7061(91)90032-o
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Influence of polyacrylamide on the surface free energy and wettability of a chernozem soil

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Cited by 14 publications
(10 citation statements)
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“…Thus, the reconformation would appear to be of smaller amplitude when the adsorbent bears a net negative charge. Equation [26] provides the rate of the interfacial reconformation (curve b in Fig. 20), which is initially faster than that when only attractive forces are operative (curve a).…”
Section: Near the Point Of Zero Chargementioning
confidence: 99%
See 1 more Smart Citation
“…Thus, the reconformation would appear to be of smaller amplitude when the adsorbent bears a net negative charge. Equation [26] provides the rate of the interfacial reconformation (curve b in Fig. 20), which is initially faster than that when only attractive forces are operative (curve a).…”
Section: Near the Point Of Zero Chargementioning
confidence: 99%
“…If the flattening is as usual expected to stop after a given adsorption period as due to the limited size of a polymer chain, the variation with time of the surface area S(t) is given by [26] where S(eq) corresponds to the area of an adsorbed polymer when no neighbor prevents full flattening. The final surface coverage C S (mg/m 2 ) is related to the experimental parameters J V (ml/min ϫ m 2 ) and C 0 (mg/ml) and the polymer characteristics C S (0), C S (eq) (mg/m 2 ), and R (min) are obtained through…”
Section: When Attractive Forces Are Operativementioning
confidence: 99%
“…Through this binding action, the PAM solution induces clay stabilization, making clay particles to stick readily to one another to form aggregates [8]. Owing to alterations in particle surface physicochemical properties after polymer coating, wettability of clay particles coated with polymers differs from that of uncoated particles [9][10][11][12][13].…”
Section: Introductionmentioning
confidence: 98%
“…PAM increases soil wettability (Janczuk et al 1991) and liquid limit (Bryan 1992). PAM treatments increase water-stable aggregation in soils (Terry and Nelson 1986;Helalia and Letey 1989;Nadler and Letey 1989;Bryan 1992) and stabilize shrinkage cracks in clayey soils against imbibitional swelling forces (Malik et al 1991a).…”
mentioning
confidence: 99%