Hostname: page-component-586b7cd67f-2plfb Total loading time: 0 Render date: 2024-11-29T10:41:38.049Z Has data issue: false hasContentIssue false

The dispersion and mechanical analysis of heavy alkaline soils

Published online by Cambridge University Press:  27 March 2009

A. F. Joseph
Affiliation:
(Wellcome Tropical Research Laboratories, Khartoum.)
O. W. Snows
Affiliation:
(Wellcome Tropical Research Laboratories, Khartoum.)

Extract

1. The form of the dispersion curve obtained by single dispersion treatment below μ/x varies greatly with different soils and with the same soil saturated with different bases. There is no connection between the proportion of very fine material (e.g. below 0·5μ) and other important soil properties. The proportion of the very fine material determined in this way would not, therefore, afford any indication of the “colloid” properties of the soil. If the proportion of fine material were estimated by a decantation method the results might be substantially modified.

2. Under the same conditions of dispersion sodium soil is better dispersed than ammonium. Sodium carbonate should therefore be the best medium for mechanical analysis.

3. No case has been met with where the proportion of clay found is affected to an important degree by the use of hydrogen peroxide.

4. With no soil tried was the number of decantations reduced by the use of acid pre-treatment; those examined gave the same clay content i f sufficient puddlings with sodium carbonate were used with or without acid.

5. No method has been found whereby certain soils can be dispersed i n a single operation as is required in the pipette method. In some cases this is due to gypsum, but there are others in which the cause of the difficulty of dispersion is not yet known.

6. In the cases examined sodium carbonate gives a higher result than ammonia when using the International pipette method.

7. For Sudan soils decantation methods appear essential, hydrogen peroxide unnecessary, acid pre-treatment not essential, and sodium carbonate better than ammonia. We are of opinion that the same holds good for many other soils.

Type
Research Article
Copyright
Copyright © Cambridge University Press 1929

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

REFERENCES

(1)Robinson, G. W.A New Method for the Mechanical Analysis of Soils and Other Dispersions. J. Agric. Sci. (1922), 13, 306.CrossRefGoogle Scholar
(2)Joseph, A. F.Clays as Soil Colloids. Soil Sci. (1925), 20, 89.CrossRefGoogle Scholar
(3)Thomas, M. D.Replaceable Bases and the Dispersion of Soils in Mechanical Analysis. Soil Sci. (1928), 25, 419.CrossRefGoogle Scholar
(4)Report of the Sudan Government Chemist for 1923, p. 21.Google Scholar
(5)Joseph, A. F. and Martin, F. J.The Determination of Clay in Heavy Soils. J. Agric. Sci. (1921), 11, 293.CrossRefGoogle Scholar
(6)The Mechanical Analysis of Soils. A Report on the Present Position and Recommendations for a New Official Method, 1926. J. Agric. Sci. 16, 123.CrossRefGoogle Scholar
(7)Keen, B. A.Mechanical Analysis: National and International. Soil Research (published by the International Society of Soil Science) (1928), I, 43.Google Scholar
(8)Bouyoucos, G. J.The Hydrometer as a New and Rapid Method for Determining Soil Colloids. Soil Sci. (1927), 23, 319.CrossRefGoogle Scholar