2008
DOI: 10.1016/j.geoderma.2008.01.022
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Complexed organic matter controls soil physical properties

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Cited by 344 publications
(334 citation statements)
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“…Figure 1 shows that the maximum value of correlation coefficient occurred at n = 14 and we assume that this is the appropriate value to use in Eqs (1-5). This is in contrast with Dexter et al (2008) who used the value of n at a pronounced inflection point in the curve of r against n for the soils that they used. However, in the present work we have not found any inflection point, but a maximum.…”
Section: Resultsmentioning
confidence: 82%
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“…Figure 1 shows that the maximum value of correlation coefficient occurred at n = 14 and we assume that this is the appropriate value to use in Eqs (1-5). This is in contrast with Dexter et al (2008) who used the value of n at a pronounced inflection point in the curve of r against n for the soils that they used. However, in the present work we have not found any inflection point, but a maximum.…”
Section: Resultsmentioning
confidence: 82%
“…The complexing stabilizes the clay and thereby gives it a degree of protection against dispersion in water Emerson et al, 1986;Hassink and Whitmore, 1997). Dexter et al (2008) showed that, whereas non-complexed clay disperses readily in water, the complexed clay does not. This is an explanation for the observed increase in soil stability in water with increased content of OM.…”
Section: Introductionmentioning
confidence: 99%
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“…Alternatively, the organic matter can become saturated with clay, and any additional clay does not have enough organic matter to complex it. The first of these situations is common in forest or pasture soils, whereas the second is typical in the soils in arable agriculture (Dexter et al, 2008). The saturation of soil clay with organic matter has been tested experimentally and shown to occur (Schjønning et al, 2012;Stewart et al, 2007).…”
Section: Introductionmentioning
confidence: 99%
“…The amounts of complexed and non-complexed organic carbon (COC and NCOC), and of complexed and noncomplexed clay (CC and NCC) may be calculated using the algorithmic method as described by Dexter et al (2008) and as evaluated by Schjønning et al (2012) using the following equations:…”
Section: Introductionmentioning
confidence: 99%