Effect of extended mellowing on strength and swelling behavior of a high sulfated soil

Troublesome events are related to the stabilization of sulfate-rich soils with calcium-based materials. To overcome these inconveniences, researches have been conducted applying modified and alternative treatments to soils containing low and high sulfate levels. This paper intends to assess the effects of mellowing period (2 and 4 days), Portland cement content (5%, 7% and 9%), density (15.75kN.m−3, 16.60kN.m−3, and 17.50kN.m−3) and curing time (14 and 28 days) on the performance of a clayey soil from the Paraguayan Chaco region containing high amounts of sulfates. A complete factorial design set was carried out to assess the unconfined compressive strength and the one-dimensional free vertical swelling of compacted soil-cement-lime mixtures. Results showed a positive effect of the mellowing period relative to the swelling of the stabilized soil. In addition, the curing period, the amount of cement and the dry unit weight were the most influential factors regarding the unconfined compressive strength. The stabilization method addressed in this research, i.e., extended mellowing combined with lime and Portland cement, seems to be of great importance for practical purposes on the stabilization of soils containing high amounts of sulfates.