The basement rock areas of the Maracujá hydrographic basin show great incidence of huge gullies. This work aims to investigate the influence of the underground erosive processes in the evolution of these features and to understand how the mineralogical and textural factors could affect soil erodibility, specially of the saprolites, since the lateric soils of this basin are more resistant to erosion. So, basic characterization and erodibility essays were carried out in representative soil samples. Soil susceptibility to piping and seepage erosion were investigated through current and modified pin-hole-essays. Laboratory physical models were used in order to observe these and other possible underground erosion mechanisms, especially the slides. However, piping erosion only occurs in the unsaturated portion of gully slopes, provoked by the concentration of superficial water, since pipes are not stable under total saturation, when their roofs tend to collapse, because of the low cohesion of these saprolites. In the other hand, slumps are very common in the saturated portion of gullies, affecting saprolites even in small and low declivity slopes.
erodibility; piping; saprolites; pin-hole-essays
