含有大于15%石灰石和补充胶凝材料的硅酸盐石灰石水泥混凝土体系的机械性能和电阻率

Jose E. Garcia , Nicolas B. Tiburzi , Kevin J. Folliard , Thanos Drimalas
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引用次数: 7

摘要

本研究探讨了在低熟料体系(某些情况下熟料低于50%)中生产坚固、优质、耐用混凝土的可行性。采用高石灰石掺量的掺磨硅酸盐石灰石水泥(PLC)与不同的补胶材料(SCMs)相结合,实现了低熟料掺量。来自两家水泥厂的7种水泥,石灰石含量约为3%至31%,与SCMs结合使用,在42种不同的水胶料比(w/cm)为0.40和0.45的混合物中使用。SCMs包括F级和C级粉煤灰、100级矿渣和硅灰。在第1、7、28和91天测量力学性能(抗压强度、抗拉强度、弹性模量)和电阻率。具有相同有效w/cm比的混合物观察到相似的抗压强度。尽管在低熟料体系中,plc与scm的结合导致抗压强度下降,但观察到电阻率增加。更重要的是,在不牺牲环境效益的情况下,可以生产出坚固、优质的混凝土。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Mechanical properties and electrical resistivity of portland limestone cement concrete systems containing greater than 15% limestone and supplementary cementitious materials

This investigation explored the feasibility of producing strong, good quality, durable concrete in low-clinker systems (less than 50% clinker in some cases). The low-clinker content was achieved by combining interground portland limestone cement (PLC) with high limestone contents and different supplementary cementitious materials (SCMs). Seven cements, with approximate limestone contents between 3% and 31%, from two cement plants were used, in combination with SCMs, in forty-two different mixtures with water-cementitious materials ratios (w/cm) of 0.40 and 0.45. The SCMs included Class F and C fly ashes, Grade 100 slag, and silica fume. Mechanical properties (compressive strength, tensile strength, elastic modulus) and electrical resistivity were measured at 1, 7, 28, and 91 days. Similar compressive strengths were observed for mixtures with equivalent effective w/cm ratios. Although, the combination of PLCs with SCMs for very low-clinker systems resulted in decreased compressive strength, an increase in electrical resistivity was observed. More importantly, strong, good-quality concrete can be produced without sacrificing environmental benefits.

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