“…This higher amount may be related to the occurrence of the hardening process due to aging ("age hardening") of the aggregates, which remain resistant over time after the initial soil mobilization (Utomo andDexter 1981, Kemper andRosenau 1984). Moreover, the persistent effects of the moist and dry cycles as well as the traffic of vehicles over the soil may generate aggregates of greater size and density (Grant et al 1985, Semmel et al 1990), which increase the RP values. Furthermore, the mobilization of soil in the CT results in the breaking of connections between soil particles and/or aggregates, decreasing the RP (Dexter et al 1988).…”