An examination of the end-over-end shaking technique for measuring soil dispersion
H. B. So, G. D. Cook and S. R. Raine
Australian Journal of Soil Research 35(1) 31 - 40
Abstract
The end-over-end shaking technique has been widely used to provide a measure
of soil dispersibility. However, results are dependent on the specific
methodology employed. This paper investigates the effect of various physical
parameters on the dispersion produced using an end-over-end shaking technique.
Significant (P < 0·05) increases in the
percentages of clay (D2) and
silt+clay (D20) particles
dispersed as a proportion of the total soil weight were observed with
increasing period of shaking, suspension concentration, container size, and
air-gap above the suspension. However, differences due to suspension
temperature and soil texture were either relatively minor or insignificant
(P > 0·05). To enable better comparison of
results from different workers, the following methodology for end-over-end
shaking studies is proposed as a standard. The soil sample should be air-dried
and crushed to pass through a 2-mm sieve. The air-dried equivalent of 50 g
oven-dried soil should then be immersed in 1 L double-deionised water at
20°C within a 1·425-L cylinder (70 mm internal diameter) and shaken
end-over-end at 20 rpm for 30 min before measuring the amount of dispersed
<2 and <20 µm material produced. The amount of dispersed material
should be expressed as a proportion of the total soil material.
Keywords: aggregate stability, disaggregation, structure.
Full text doi:10.1071/S96062
© CSIRO 1997





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