基于响应曲面法的固废基地聚合物注浆材料优化OA
Optimization of solid waste-based geopolymer grouting materials using response surface methodology
目的 针对盾构渣土等工业固废资源化利用的工程问题,开展基于响应曲面法的固废基地聚物注浆材料优化研究.方法 通过D-最优混料设计和响应曲面法研制一种以盾构渣土为主、工业废料为辅的固废基地聚合物注浆材料,采用D-最优混料设计筛选盾构渣土、矿渣、钢渣、粉煤灰的固体粉料配比,而后通过响应曲面法分析研究激发剂模数、浓度、液固比及胶砂比对流动度、28 d抗压、抗折强度的影响规律.结果 结果表明:在固体粉料配比为渣土60%,矿渣20%,钢渣15%,粉煤灰5%时,注浆材料具有较好的流动度和力学性能.方差分析结果表明:激发剂浓度对注浆材料流动度影响最显著,其次为激发剂模数,胶砂比,液固比,随着激发剂浓度提高,注浆材料流动度降低,结石体28 d抗压、抗折强度增加;激发剂模数对结石体28 d抗压、抗折强度影响最显著,其次为激发剂浓度,胶砂比,液固比;随着激发剂模数提高,注浆材料流动度提高,结石体28 d抗压、抗折强度降低;建立的流动度、28 d抗压及抗折强度二次预测模型决定系数R²>0.9,预测值与试验值相对误差小于8%,模型可信度高.结论 研制的固废基地聚合物注浆材料具有较好的流动性和力学性能,研究成果可为实际隧道注浆工程的材料选择提供参考依据,也为盾构渣土等固废资源化利用提供可行途径.
Objectives To address the engineering challenge of resource utilization of industrial solid wastes,particularly shield muck,and to optimize a solid waste-based geopolymer grouting material using response surface methodology.Methods A solid waste-based geopolymer grouting material,with shield muck as the primary component and other industrial wastes as supplementary materials,was developed through D-optimal mixture design and response surface methodology.The D-optimal mixture design was em-ployed to determine the optimal proportions of solid powders,including shield muck,slag,steel slag,and fly ash.Subsequently,response surface methodology was used to investigate the effects of activator modu-lus,activator concentration,liquid-to-solid ratio,and binder-to-sand ratio on flowability,28-day compres-sive strength,and flexural strength of the hardened grout.Results Results showed that the grouting material exhibited favorable flowability and mechanical properties when the solid powder proportion consisted of 60%shield muck,20%slag,15%steel slag,and 5%fly ash.Analysis of variance showed that activator concentration had the most significant effect on flowability,followed by activator modulus,binder-to-sand ratio,and liquid-to-solid ratio.As activator concentration increased,the flowability of the grouting material decreased,whereas the 28-day compressive and flexural strengths of the hardened grout increased.Activa-tor modulus had the most significant effect on the 28-day compressive and flexural strengths of the hard-ened grout,followed by activator concentration,binder-to-sand ratio,and liquid-to-solid ratio.As activator modulus increased,flowability improved,whereas the 28-day compressive and flexural strengths decreased.The quadratic prediction models established for flowability,28-day compressive strength,and flexural strength exhibited coefficients of determination greater than 0.9,and the relative errors between predicted and experimental values were less than 8%,indicating high model reliability.Conclusions The developed solid waste-based geopolymer grouting material exhibits excellent flowability and mechanical properties.These findings provide technical guidance for material selection in tunnel grouting projects and offer a fea-sible approach for the resource utilization of shield muck and other industrial solid wastes.
王刚;洪文腾;叶丽扬;张福来;郑程程;王鹏举
福建理工大学 土木工程学院,福建 福州 350116||山东科技大学 土木工程与建筑学院,山东 青岛 266590福建理工大学 土木工程学院,福建 福州 350116福建理工大学 土木工程学院,福建 福州 350116福建理工大学 土木工程学院,福建 福州 350116山东科技大学 土木工程与建筑学院,山东 青岛 266590山东科技大学 土木工程与建筑学院,山东 青岛 266590
建筑与水利
固废基地聚合物D-最优混料设计响应曲面法注浆材料
solid waste-based geopolymerD-optimal mixture designresponse surface methodologygrout-ing material
《河南理工大学学报(自然科学版)》 2026 (4)
199-208,10
国家自然科学基金资助项目(52478390)福厦泉国家自主创新示范区协同创新平台资助项目(2024-P-006)福建省第八批引进高层次创业创新人才项目(GY-Z24029)
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