Research on the composition optimization and mechanical properties of sulfate activated full solid waste non-clinker cementitious materials based on simplex-centroid design method

Results in Materials Pub Date : 2026-06-01 Epub Date: 2026-05-12 DOI:10.1016/j.rinma.2026.100960
Yingbin Cui , Haikun Lian , Fangfang Liu , Zhen Wang , Taotao Fan , Chundi Si , Zixuan Li
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Abstract

To explore the feasibility of converting industrial solid waste in Hebei Province into cementitious materials, three industrial solid wastes, iron tailings sand, coal gangue powder and blast furnace slag were as the raw materials and desulfurization gypsum as sulfate-based activators to establish sulfate activated-full solid waste non-clinker cementitious materials (FSC). The influences of component dosages on the mechanical properties of sulfate activated-FSC mortar and setting time of sulfate activated-FSC were explored through single-factor design method, and the component dosages ranges of sulfate activated-FSC were determined. On this basis, the optimal composition of sulfate activated-FSC was designed based on the simplex-centroid design method, and the variation laws of compressive strength and flexural strength of sulfate activated-FSC mortar were evaluated. The results displayed that the increase in the dosage of iron tailings sand and coal gangue powder would reduce the strength of sulfate activated-FSC mortar and prolong the setting time of sulfate activated-FSC. The dosage of desulfurization gypsum within the range of 10% to 20% would enhance the strength of sulfate activated-FSC mortar after short-term curing. The optimal proportions of sulfate activated-FSC were 18% iron tailings sand, 16% coal gangue powder, 50% blast furnace slag, and 16% desulfurization gypsum. And then, the mechanical properties of sulfate activated-FSC mortar under optimal proportions were analyzed based on the freeze-thaw resistance test, drying shrinkage test and salt erosion resistance test, respectively. The test results showed that sulfate activated-FSC mortar exhibited good freeze-thaw resistance and salt erosion resistance performance. The compressive strength loss rates and weight loss rates of sulfate activated-FSC mortar after 30 freeze-thaw cycles were 8.57 % and 0.34 %, respectively, and its erosion resistance coefficient was 85.76% soaked in a 10% NaCl and Na2SO4 mixed solution for 30 days. Finally, the results of X-ray diffraction test and scanning electron microscopy test showed that the hydration reactions between desulfurization gypsum and raw materials would generate the hydration products, including calcium silicate hydrate gel, calcium aluminate hydrate gel and ettringite, to form the dense network structure in sulfate activated-FSC mortar, and improve its mechanical properties.
基于单纯质心设计法的硫酸盐活化全固废无熟料胶凝材料组成优化及力学性能研究
为探索河北省工业固体废弃物转化为胶凝材料的可行性,以铁尾砂、煤矸石粉和高炉矿渣3种工业固体废弃物为原料,脱硫石膏为硫酸盐基活化剂,建立硫酸盐活化的全固体废弃物无熟料胶凝材料(FSC)。通过单因素设计方法,探讨了各组分用量对硫酸盐活化fsc砂浆力学性能和硫酸盐活化fsc凝结时间的影响,确定了硫酸盐活化fsc的组分用量范围。在此基础上,基于单纯形心设计法设计了硫酸盐活化fsc砂浆的最佳配比,并对硫酸盐活化fsc砂浆抗压强度和抗折强度的变化规律进行了评价。结果表明:铁尾砂和煤矸石粉掺量的增加会降低硫酸盐活化fsc砂浆的强度,延长硫酸盐活化fsc的凝结时间;脱硫石膏掺量在10% ~ 20%范围内,可提高硫酸盐活化fsc砂浆短期养护后的强度。硫酸盐活化fsc的最佳配比为:铁尾砂18%、煤矸石粉16%、高炉矿渣50%、脱硫石膏16%。在此基础上,分别通过冻融性能试验、干缩性能试验和耐盐侵蚀性能试验,对最佳配比下硫酸盐活化fsc砂浆的力学性能进行了分析。试验结果表明,硫酸盐活化fsc砂浆具有良好的抗冻融性能和抗盐侵蚀性能。经30次冻融循环后,硫酸盐活化fsc砂浆的抗压强度损失率和失重率分别为8.57%和0.34%,在10% NaCl和Na2SO4混合溶液中浸泡30 d,其抗侵蚀系数为85.76%。最后,x射线衍射测试和扫描电镜测试结果表明,脱硫石膏与原料水化反应生成水化产物硅酸钙水化凝胶、铝酸钙水化凝胶和钙矾石,在硫酸盐活化fsc砂浆中形成致密的网状结构,提高了其力学性能。
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