This study explores the potential reuse of filter–pressed concrete sludge residue as a substitute for JIS–standard sand in cement mortar. Initially, mortar specimens were prepared using ordinary Portland cement with 10%, 20%, and 30% (by mass) of residue added. Compared to the mortar without additives, a slight increase in compressive strength was observed. Next, a Type B equivalent cement was prepared by mixing ordinary Portland cement with ground granulated blast furnace slag at a ratio of 60:40. Mortars were then produced with 10%, 20%, and 30% (by mass) of residue added, and their compressive strength was evaluated. The results indicated that even with up to 30% (by mass) residue addition, compressive strength slightly improved, confirming the material's performance retention. Furthermore, sulfate resistance testing was conducted by immersing Type B cement mortar specimens in 5% (by mass) sulfuric acid solutions. In the 5% (by mass) concentration test, high sulfate resistance was confirmed. Based on these findings, the prepared mortar was demonstrated to meet the standards set by the Japan Sewage Works Agency.
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