Samadhiya Akash, Bhunia Dipendu, Chakraborty Sayantan, Lahoti Mukund
Department of Civil Engineering, Birla Institute of Technology and Science, Pilani (BITS Pilani), Pilani Campus, Rajasthan, 333031, India.
Environ Sci Pollut Res Int. 2025 Jun;32(28):17285-17306. doi: 10.1007/s11356-024-35610-x. Epub 2024 Nov 25.
Over the years, ordinary Portland cement (OPC) has been used to meet growing demands of land and housing facilities arising out of population overburdens. It is well documented that OPCs, besides their outstanding qualities as building materials, are also significant contributors to global greenhouse gases (GHG). Consequently, recent years have noticed an emerging interest in the search for alternatives to Portland cement-based binders. Geopolymers are well-suited to serve this purpose owing to their superior attributes and low CO emissions compared to conventional cement. Still, the industrialization of geopolymers has not reached a meaningful value due to the prevailing fundamental barriers involving the requirement of corrosive environments and intensive heat-curing regimes in post-fabrication processes. The current study investigates the viability of using synergistic mixtures based on stone residues, pulverized ash, and steel slags in fabricating geopolymer composites cured at ambient temperature with reduced ingestion of alkalis. A comprehensive assessment of the engineering, mineralogical, and microstructural characteristics was performed in terms of setting times, physico-mechanical, durability, non-destructive, and analytical tests. Further, a scaled-down approach was utilized to evaluate the feasibility of the designed composites as construction entities. The incorporation of SW (10-40%) prolonged the setting periods (~ 150 min.) and abridged the engineering properties of the ternary pastes collectively by 127% due to silica coalescences. Besides, replacements of stone residues with FA (20-30%) and EAF (30-60%) improved the blend performance due to Ca and Al assimilations. All the developed composites satisfied the acclamations for OPC grade 33, CEM V class 32.5N, and OPC Type - I suggested by IS, EN, and ASTM standards, respectively, with matrices constituting CASH-CSH-NASH-(N,C)-A-S-H type gelation complexes identified by the X-ray, infrared, and electron imaging spectroscopic analysis. In addition, a cumulative deficit of about 60-90% was observed in energy and carbon footprints relative to OPCs, indicative of the binders' sustainability traits.
多年来,普通硅酸盐水泥(OPC)一直被用于满足因人口负担过重而对土地和住房设施不断增长的需求。有充分的文献记载,OPC除了作为建筑材料具有卓越品质外,也是全球温室气体(GHG)的重要贡献者。因此,近年来人们开始对寻找波特兰水泥基粘结剂的替代品产生兴趣。地质聚合物由于其优越的性能和与传统水泥相比较低的二氧化碳排放量,非常适合用于此目的。然而,由于在制造后过程中存在涉及腐蚀性环境要求和强化热养护制度的主要基本障碍,地质聚合物的工业化尚未达到有意义的价值。当前的研究调查了使用基于石渣、粉煤灰和钢渣的协同混合物来制造在环境温度下固化且碱摄入量减少的地质聚合物复合材料的可行性。通过凝结时间、物理力学、耐久性、无损和分析测试,对工程、矿物学和微观结构特征进行了全面评估。此外,采用了按比例缩小的方法来评估设计的复合材料作为建筑实体的可行性。由于二氧化硅聚结,掺入SW(10 - 40%)延长了凝结时间(约150分钟),并使三元浆体的工程性能总体降低了127%。此外,用FA(20 - 30%)和EAF(30 - 60%)替代石渣由于钙和铝的同化作用而改善了混合性能。所有开发的复合材料分别满足了IS、EN和ASTM标准建议的OPC 33级、CEM V 32.5N级和OPC I型的要求,通过X射线、红外和电子成像光谱分析确定其基体构成CASH - CSH - NASH - (N,C) - A - S - H型凝胶复合物。此外,相对于OPC,观察到能源和碳足迹累计减少约60 - 90%。这表明了这些粘结剂的可持续性特征。