高分散杂化碳纳米材料对大体积粉煤灰基胶凝砂浆耐久性的影响

IF 6.7 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Sameer.Kumar Maurya, Kanchna Bhatrola, N.C. Kothiyal, Chander Prakash
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引用次数: 0

摘要

本研究的重点是通过添加不同剂量的分散氧化石墨烯(GO)、功能化碳纳米管(FCNTs)及其杂化物(HCNMs)来提高大体积粉煤灰(HVFA)胶凝砂浆的耐久性。使用和不使用高效减水剂(SP)时,通过紫外-可见光谱法评估氧化石墨烯、FCNTs和HCNMs在水介质中的分散水平。通过对HVFA胶凝砂浆的电阻率、吸水率以及抗酸和硫酸盐侵蚀性来评估这些纳米材料的效果。与单独的GO和FCNTs相比,掺入量为黏合剂(水泥+粉煤灰)重量0.04%的GO/FCNTs混合料的电阻率最高(69.23 kΩ·cm)。此外,在HVFA胶凝砂浆中加入0.04%的HCNM可显著降低吸水率,养护28天时吸水率为3.9047 mm,养护90天时吸水率为2.44172 mm。酸侵蚀后,含0.04% HCNMs(按粘结剂重量计)的HVFA胶凝砂浆抗压强度下降最小,28天损失10.33%,90天损失38.89%。同样,在硫酸盐侵蚀后,精确剂量的HCNMs对抗压强度的改善最为显著,与简单水固化样品相比,28天和90天的抗压强度分别提高了30.85%和11.84%。研究结果表明,HCNMs显著提高了HVFA胶凝砂浆的耐久性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effect of Highly Dispersed Hybrid Carbon Nanomaterials on the Durability of High-Volume Fly Ash Based Cementitious Mortar
This research focused on increasing the durability of high-volume fly ash (HVFA) cementitious mortar with the incorporation of dispersed graphene oxide (GO), functionalized carbon nanotubes (FCNTs), and their hybrids (HCNMs) at different dosages. The dispersion levels of GO, FCNTs, and HCNMs, both with and without superplasticizer (SP), were assessed via UV–vis spectroscopy in an aqueous medium. The effects of these nanomaterials were evaluated by electrical resistivity, water absorption, and resistance to acid and sulfate attacks on HVFA cementitious mortar. The hybrid GO/FCNTs mixture, incorporated at a dosage of 0.04% by weight of binder (cement + fly ash), exhibited the highest electrical resistivity (69.23 kΩ·cm) compared to individual GO and FCNTs. Moreover, incorporating 0.04% HCNM in HVFA cementitious mortar significantly reduced water absorption, achieving values of 3.9047 mm at 28 days and 2.44172 mm at 90 days of curing. After an acid attack, HVFA cementitious mortar with 0.04% HCNMs (by the weight of binder) presented the minimum decrease in compressive strength, with losses of 10.33% at 28 days and 38.89% at 90 days. Similarly, after the sulfate attack, the exact dosage of HCNMs led to the most remarkable improvement in compressive strength, increasing by 30.85% at 28 days and 11.84% at 90 days compared to simple water-cured samples. The results of this investigation show that HCNMs considerably enhance the durability performance of HVFA cementitious mortar.
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来源期刊
Journal of building engineering
Journal of building engineering Engineering-Civil and Structural Engineering
CiteScore
10.00
自引率
12.50%
发文量
1901
审稿时长
35 days
期刊介绍: The Journal of Building Engineering is an interdisciplinary journal that covers all aspects of science and technology concerned with the whole life cycle of the built environment; from the design phase through to construction, operation, performance, maintenance and its deterioration.
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