Hammouche Redha, Belebchouche Cherif, Hammoudi Abdelkader, Douadi Abdellah, Hebbache Kamel, Boutlikht Mourad, Berkouche Amirouche, Khishe Mohammed
Materials and Durability of Constructions Laboratory, Faculty of Sciences of Technology, University of Constantine 1 Frères Mentouri, 25000, Constantine, Algeria.
Department of Civil Engineering, Faculty of Technology, Setif 1 University Ferhat Abbas, 19000, Sétif, Algeria.
Sci Rep. 2025 Apr 25;15(1):14529. doi: 10.1038/s41598-025-98612-w.
This study investigates the optimization of self-compacting mortar (SCM) properties incorporating cement kiln dust (CKD) and glass powder (GP) as partial replacements for ordinary Portland cement (OPC). Slump, flow, compressive strength, flexural strength, and porosity were studied by central composite design (CDD) to investigate the impact of CKD and GP (0-25% each). Material variability was understood using statistical models developed from SCM property prediction (R = 0.92-0.95). In the case of CKD, the workability generally increased, whereas the workability decreased in the case of GP, especially at the higher levels. Both materials reduced compressive and flexural strengths, with CKD being the most significant contributor. Higher CKD and GP contents increased porosity, proportional to strength losses. The optimum formulation of 7.22% CKD and 5.26% GP, which showed the highest desirability of 0.97, was identified as the optimum formulation with a balance between fresh and hardened properties through the desirability approach. The optimized mixture resulted in a slump (22.98 cm), flow time (11.55 secs), compressive strength (54.33 MPa), flexural strength (8.4 MPa), and porosity (14.49%). The optimized formulation demonstrates significant environmental and economic benefits, reducing CO₂ emissions by 68.15 kgCO₂/t (12.39%) and decreasing material costs by $5/ton (12.4%) compared to the control SCM. This study demonstrates the possibility of integrating CKD and GP in SCM, offering a sustainable alternative to traditional cement-based mortars without significant performance loss.
本研究探讨了将水泥窑灰(CKD)和玻璃粉(GP)作为普通硅酸盐水泥(OPC)的部分替代品来优化自密实砂浆(SCM)性能的方法。通过中心复合设计(CCD)研究了坍落度、流动度、抗压强度、抗折强度和孔隙率,以研究CKD和GP(各0 - 25%)的影响。利用从SCM性能预测开发的统计模型(R = 0.92 - 0.95)来理解材料变异性。就CKD而言,工作性通常会提高,而对于GP,工作性会下降,尤其是在含量较高时。两种材料都会降低抗压强度和抗折强度,其中CKD的影响最为显著。较高的CKD和GP含量会增加孔隙率,且与强度损失成正比。通过合意性方法确定了7.22% CKD和5.26% GP的最佳配方,其合意性最高为0.97,该配方在新拌性能和硬化性能之间取得了平衡。优化后的混合物坍落度为22.98厘米,流动时间为11.55秒,抗压强度为54.33兆帕,抗折强度为8.4兆帕,孔隙率为14.49%。与对照SCM相比,优化后的配方具有显著的环境和经济效益,可减少二氧化碳排放68.15千克二氧化碳/吨(12.39%),并降低材料成本5美元/吨(12.4%)。本研究证明了在SCM中整合CKD和GP的可能性,为传统水泥基砂浆提供了一种可持续的替代方案,且不会造成显著的性能损失。