1999
DOI: 10.1016/s0016-7061(99)00029-4
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Chemical and mineralogical properties of soils in southeastern Nigeria in relation to aggregate stability

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Cited by 80 publications
(51 citation statements)
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“…That means the soil aggregates had very low stability due to their sweating following break down. Several authors (Igwe et al 1999;Lado et al 2004) found no positive correlations between SOM and aggregate stability. It means that SOM is the only factor responsible for aggregation processes and the mechanisms of the aggregate forming can be based on other principles, for example the bonding between mineral elements and sesquioxides, or on physical and chemical properties of clay minerals (Goldberg & Glaubig 1987;KÖgel-Knabner et al 2008).…”
Section: Resultsmentioning
confidence: 98%
“…That means the soil aggregates had very low stability due to their sweating following break down. Several authors (Igwe et al 1999;Lado et al 2004) found no positive correlations between SOM and aggregate stability. It means that SOM is the only factor responsible for aggregation processes and the mechanisms of the aggregate forming can be based on other principles, for example the bonding between mineral elements and sesquioxides, or on physical and chemical properties of clay minerals (Goldberg & Glaubig 1987;KÖgel-Knabner et al 2008).…”
Section: Resultsmentioning
confidence: 98%
“…Funcionam como agentes de ligação entre as partículas minerais, condicionando o tipo de estrutura do solo (Pinheiro-Dick & Schwertmann, 1996;Igwe et al, 1999;Muggler et al, 1999). Apesar disso, segundo alguns autores, os óxidos de ferro nem sempre influenciam a agregação (Desphande et al, 1968;Muggler et al, 1997;Muggler et al, 1999) e , em alguns casos, o efeito dos sesquióxidos pode ser atribuído à interação entre a matéria orgânica e os óxidos e, ou, o teor de argila (Guérif, 1990;Bartoli et al, 1992).…”
Section: Quadro 4 Coeficientes De Correlação Linear Entre Propriedadunclassified
“…Soil porosity was calculated from D b values as explained by Brady and Weil, (1999). The pH of samples was determined with a pH Meter both in a 1:2.5 sediment: water and sediment : 1 M KCl mixture as described by van Reeuwjik, (1993) and Igwe et al, (1999). Sediment EC was determined in the same 1 : 2.5 sediment : water suspension used for pH determination with a conductivity-meter (Okalebo et al, 1993).…”
Section: Methodsmentioning
confidence: 99%