Engineering Properties and Microstructure of Soils Stabilized by Red-Mud-Based Cementitious Material.

Conversely, the volume expansion rate of the RM–CaO stabilized soil showed an increasing trend with the cycle number.

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The UCS of the stabilized soil showed a decreasing trend as the cycle number increased.

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With the decrease in RM content, the UCS showed a trend of increasing and then decreasing, and the maximum 7-day UCS was obtained when the RM content was 30%, while the maximum 14-day and 28-day UCS were obtained when the RM content was 20%.

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