This work studies the micro-expansion performance of hardened cement slurry with calcined carbide slag (CS) capsules (P/CS). The free expansion (FE), compressive strength (fc), and flexural strength (ff) of mortar with P/CS were measured at different CS contents of 0–6 %. Meanwhile, the calcium hydroxyl (CH) content, porosity, and pore size of mortar with P/CS were studied before 28 d. Results demonstrated that the FE of mortar with P/CS promptly increased with curing time before 3 d followed by slowly increasing. At the same time, the FE of mortar with P/CS increased with P/CS content and remained higher than that of mortar without P/CS. The fc and ff of mortar with P/CS decreased with the P/CS content and were lower than those of mortar without P/CS. Moreover, the CH content of mortar with P/CS was higher than that of mortar without P/CS at the corresponding age. For mortar containing P/CS-4 %, the porosity and proportion of large pores (>50 nm) were improved, compared to mortar without P/CS. In parallel, the results of fractal dimensions indicated that the addition of P/CS weakened the pore structure of the mortar.