用硅灰、磨细高炉矿渣和大理石粉增强高性能混凝土的力学行为和耐久性

IF 1 Q4 ENGINEERING, CIVIL
Y. Abbas, R. Djebien, N. Toubal Seghir, O. Benaimeche
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引用次数: 0

摘要

摘要:本研究探讨了废物添加剂对高性能混凝土性能的影响及其对环境的影响,特别关注资源节约。研究目标是通过制备高性能混凝土试件来实现的,分别采用工业废料和大理石粉作为水泥和细骨料的部分替代品。引入硅灰和磨碎的高炉矿渣作为水泥重量的8%的替代品。粉状大理石在体积上取代了5%,10%和15%的细集料水平。在不同龄期对新鲜和固化混凝土试件的物理力学性能进行了评估,包括密度、抗压强度、冲击速度、吸水率和耐久性等参数。研究结果表明,与完全依赖波特兰水泥的成分相比,由硅灰和磨碎的高炉矿渣配制的高性能混凝土具有优越的性能。此外,在高性能混凝土中加入大理石粉作为一种替代建筑材料成分,提高了效率,提高了抗化学酸侵蚀的能力。值得注意的是,这种方法有助于减少总需求、保护环境和生产环境可持续的混凝土。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Enhancing Mechanical Behaviour and Durability of High Performance Concrete with Silica Fume, Ground Blast Furnace Slag, and Marble Powder
Abstract This study investigates the impact of waste additives on the behaviour of high-performance concrete and its environmental implications, with a specific focus on resource conservation. The research objectives were realised through the preparation of high-performance concrete specimens incorporating industrial waste materials and marble powder as partial replacements for cement and fine aggregates, respectively. Silica fume and ground blast furnace slag were introduced as substitutes for 8% of the cement’s weight. Powdered marble was volumetrically substituted at levels of 5%, 10%, and 15% of the fine aggregates. The physical and mechanical properties of both fresh and cured concrete specimens were evaluated at different ages, encompassing parameters such as density, compressive strength, impulse velocity, water absorption, and durability. The findings demonstrated that high-performance concrete formulated with silica fume and ground blast furnace slag exhibited superior properties compared to compositions relying exclusively on Portland cement. Furthermore, the inclusion of marble powder as an alternative building material constituent in high-performance concrete resulted in increased efficiency and improved resistance against chemical acid attacks. Significantly, this approach contributes to reduce aggregate demands, environmental preservation, and the production of environmentally sustainable concrete.
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来源期刊
自引率
9.10%
发文量
18
审稿时长
12 weeks
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