Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/27231
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Type: Journal article
Title: On the nature of soil aggregate coalescence in an irrigated swelling clay
Author: Grant, C.
Angers, D.
Murray, R.
Chantigny, M.
Hasanah, U.
Citation: Soil Research, 2001; 39(3):565-575
Publisher: C S I R O Publishing
Issue Date: 2001
ISSN: 0004-9573
1446-568X
Statement of
Responsibility: 
C. D. Grant, D. A. Angers, R. S. Murray, M. H. Chantigny and U. Hasanah
Abstract: Aggregate coalescence in irrigated cracking clays constrains crop yields, yet little is known about it or how it can be managed. A measure of coalescence is introduced to separate the effects of natural aggregate-bed densification from those of age-hardening; this measure, χ, comprises a ratio of the net change in (tensile or penetrometer) strength, Y, that occurs in relation to the corresponding net change in dry bulk density, ρb, as follows: χ = ΔY/Δρb. A laboratory study was conducted to illustrate the variation in χ for a virgin and cultivated cracking clay exposed to 16 weekly cycles of wetting and draining. Penetrometer resistance and tensile strength at –100 kPa, plus bulk density and other physical and chemical properties, were measured throughout the experiment. The cultivated soil rapidly became denser and stronger, it developed larger aggregates, and its water-uptake rate in the air-dry state was significantly greater than that for the virgin soil. The χ values suggested that age-hardening processes constituted a greater component of coalescence in the cultivated soil than it did in the virgin one, and this was thought to be mediated by the large differences in the content and composition of organic matter in the two soils.
Keywords: soil structure
tensile strength
soil resistance
soil organic matter
bulk density
self-mulching
Description: Copyright © 2001 CSIRO
DOI: 10.1071/SR99073
Appears in Collections:Aurora harvest 2
Soil and Land Systems publications

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