Sulphates are considered as the most known chemical compounds that tend to induce problems in building materials containing calcium-based binders. This work studies the impact of sulphates on the behavior of Compressed Stabilized Earth Blocks (CSEB) produced from two soils of different grain size distributions and stabilized with different binders including cements CEM II, CEM I resistant to sulphates and lime. Two different presses were used to manufacture the blocks. The performance of the material was examined based on the evolution of the compressive strength and the blocks weight aspect after chemical cure involving sulphates. The results show that the action of sulphates on CSEB is mostly governed by the nature of the base soil, but depends also on the type of treatment and on the level of compaction. Sulphate reaction products namely ettringite and gypsum have a deleterious action on the CSEB compressive strength and on their mass as much as the base soil contains fine particles, and would be less disruptive when the soil is of coarse nature. The utilization of a cement CEM I resistant to sulphates could moderate the damage effects of sulphates on the blocks, but its effectiveness is noticeable only on the coarse soil; on the fine soil, this type of cement is not effective. On the other hand, the subsequent expansion related to the formation of sulphate reaction products (ettringite & gypsum) is more constraining when the block density is higher, and exerts lower pressure when the blocks are porous.
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