4.0 Article

EFFECTS OF COMPACTION DUE TO MACHINERY TRAFFIC ON SOIL PORE CONFIGURATION

Journal

REVISTA BRASILEIRA DE CIENCIA DO SOLO
Volume 39, Issue 2, Pages 408-415

Publisher

SOC BRASILEIRA DE CIENCIA DO SOLO
DOI: 10.1590/01000683rbcs20140359

Keywords

effective porosity; total porosity; soil pore anisotropy; hydraulic conductivity

Categories

Funding

  1. CONICET
  2. UNLP

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Soil compaction has been recognized as a severe problem in mechanized agriculture and has an influence on many soil properties and processes. Yet, there are few studies on the long-term effects of soil compaction, and the development of soil compaction has been shown through a limited number of soil parameters. The objectives of this study were to evaluate the persistence of soil compaction effects (three traffic treatments: T0, without traffic; T3, three tractor passes; and T5, five tractor passes) on pore system configuration, through static and dynamic determinations; and to determine changes in soil pore orientation due to soil compaction through measurement of hydraulic conductivity of saturated soil in samples taken vertically and horizontally. Traffic led to persistent changes in all the dynamic indicators studied (saturated hydraulic conductivity, K-0; effective macro-and mesoporosity, epsilon(ma) and epsilon(me)), with significantly lower values of K-0, epsilon(ma), and epsilon(me) in the T5 treatment. The static indicators of bulk density (BD), derived total porosity (TP), and total macroporosity (theta(ma)) did not vary significantly among the treatments. This means that machine traffic did not produce persistent changes on these variables after two years. However, the orientation of the soil pore system was modified by traffic. Even in T0, there were greater changes in K-0 measured in the samples taken vertically than horizontally, which was more related to the presence of vertical biopores, and to isotropy of K-0 in the treatments with machine traffic. Overall, the results showed that dynamic indicators are more sensitive to the effects of compaction and that, in the future, static indicators should not be used as compaction indicators without being complemented by dynamic indicators.

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