Linear shrinkage effects upon a sandy loam savanna soil physical characteristics
Resumen
En general se acepta que el suelo con arcillas caoliníticas se contraen poco o no. El suelo franco arenoso de sabana del estado Monagas de Venezuela contiene caolinita, que aumenta con la profundidad, se contrae lo suficiente, que desde un punto de vista agrícola produce varios efectos sobre los parámetros físicos del suelo y las condiciones de crecimiento adecuadas de la raíz. El objetivo general fue determinar los efectos de la contracción lineal en períodos de secado al ambiente en cuatro horizontes de un suelo franco arenoso de sabana. Metodológicamente se utilizó un molde semicilíndrico lineal para evaluar la contracción lineal; estadísticamente un diseño de bloques al azar experimental sencillo factorial (7*7*4), el análisis de varianza, la mínima diferencia significativa (MDS), regresiones múltiples, pares de prueba de comparaciones y superficie de respuestas. Se concluyó que la contracción lineal aumentó con los períodos de secado y la profundidad del suelo; la máxima desecación del suelo se produjo entre las 48 y 60 h períodos de secado; la densidad aparente húmeda no varió significativamente con los periodos de secado, pero sustancialmente con la profundidad. El secado del suelo, la contracción y la consolidación son los mismos procesos. Estos suelos se consolidan completamente después de una buena saturación a las 48 h, causando disgregación y pulverización con requerimiento de riego cada dos o tres días.
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