Optimization of Ca/Si ratio in schists to enhance the pozzolanic supplementary cementitious material for OPC blending

Pozhhan Mokhtari, Kosar Hassannezhad, Zeynep Basaran Bundur, Sezen Donmez, Mehmet Ali Gulgun, Waltraud M. Kriven
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Abstract

Supplementary cementitious materials (SCMs) are partial substitutes for ordinary Portland cement (OPC) to reduce cost, the production of carbon dioxide (CO2), and fossil fuel consumption. Recent studies illustrated the effectiveness of calcined kaolinite clay as a proper partial replacement for OPC. Hence, schist-type materials containing sufficient clay contents are regarded as promising candidates for OPC replacement. This study focuses on the possible use of activated calcium carbonates (CaCO3) to augment pozzolanic reactions of schists as a substitute for OPC. The use of activated calcium carbonates proved to be successful in expediting pozzolanic reactions and facilitating the formation of additional calcium aluminosilicate hydrate (C-A-S-H). In this study, the optimal strength performance for blended cement was achieved by adjusting the total carbonate content to 30 wt.% of the schist. The decision to introduce carbonate to the schist was guided by calculations determining the need for an excess of calcium ions to fully harness the potential for C-A-S-H formation. Virgin and augmented schists were activated by up to 80% of their respective potentials by heat treatment. Phase content and decomposition behavior of the active components were investigated by thermogravimetric analysis (TGA), x-ray diffraction (XRD), and scanning electron microscopy (SEM). Cement paste samples incorporating 30 wt.% replacement of OPC with activated schist SCMs were prepared. The phase distribution and compressive strengths of these samples were assessed at hydration intervals of 2, 7, 28, 50, and 90 days. Cement formulations with activated calcium-augmented SCMs exhibited compressive strength values at 109%, 101%, 96%, 95%, and 94% compared to pure cement paste at 2, 7, 28, 50, and 90 days, respectively. These values surpassed 90% of the compressive strength of pure OPC at equivalent hydration time points.

Abstract Image

Abstract Image

优化片岩中的 Ca/Si 比率,提高用于掺入 OPC 的水青石辅助胶凝材料的性能
补充胶凝材料(SCM)是普通硅酸盐水泥(OPC)的部分替代品,可降低成本、减少二氧化碳(CO2)的产生和化石燃料的消耗。最近的研究表明,煅烧高岭石粘土可以有效地部分替代 OPC。因此,含有足够粘土含量的片岩类材料被认为是有希望替代 OPC 的候选材料。本研究的重点是利用活性碳酸钙(CaCO3)来增强片岩的水胶合反应,从而替代 OPC。事实证明,使用活性碳酸钙可以成功地加快水胶合反应,促进形成额外的铝硅酸钙水合物 (C-A-S-H)。在这项研究中,通过将碳酸盐总含量调整到片岩的 30 重量%,实现了混合水泥的最佳强度性能。在片岩中引入碳酸盐的决定是根据计算得出的,即需要过量的钙离子才能充分利用 C-A-S-H 形成的潜力。通过热处理,原始片岩和增生片岩被激活的电位高达各自电位的 80%。通过热重分析 (TGA)、X 射线衍射 (XRD) 和扫描电子显微镜 (SEM) 对活性成分的相含量和分解行为进行了研究。制备了用活性片岩单体取代 30 wt.% OPC 的水泥浆样品。在水化间隔为 2、7、28、50 和 90 天时,对这些样品的相分布和抗压强度进行了评估。与纯水泥浆相比,活性钙增强片岩单体水泥配方在 2、7、28、50 和 90 天的抗压强度值分别为 109%、101%、96%、95% 和 94%。在相同的水化时间点,这些数值超过了纯 OPC 抗压强度的 90%。
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