Filtration followed by expression characteristics of mixtures of clay
and activated sludge are first reported in this study. Experimental re
sults indicate that the average specific resistance of the mixed sludg
e exhibits an ideal-solution like behavior, that is, a linear combinat
ion of pure clay and activated sludges with the weight percentage as a
parameter. In expression stage, nevertheless, the influence is highly
nonlinear. The presence of a little amount of activated sludge can si
gnificantly increase both the expression creep effect and the portion
of secondary consolidation. The consolidation stage data are interpret
ed by the Terzaghi-Voigt combined model, from which the model paramete
rs are evaluated accordingly. As the activated sludge is added, both t
he difficulty of creeping of constituting particles within the sludge
cake and the fraction of moisture attributed to the secondary consolid
ation increases rapidly, revealing a highly nonlinear characteristics.
The dewatering efficiency of mixed sludge is discussed.