Sustainable development of basalt fiber-reinforced high-strength eco-friendly concrete with a modified composite binder

被引:22
作者
Amran, Mugahed [1 ]
Fediuk, Roman [2 ]
Klyuev, Sergey [3 ]
Qader, Diyar N. [4 ]
机构
[1] Prince Sattam Bin Abdulaziz Univ, Coll Engn, Dept Civil Engn, Alkharj 16273, Saudi Arabia
[2] Far Eastern Fed Univ, Polytech Inst, Vladivostok 690922, Russia
[3] Belgorod State Technol Univ, Belgorod 308012, Russia
[4] Cihan Univ Erbil, Dept Civil Engn, Erbil 44001, Kurdistan Regio, Iraq
关键词
Enhanced concrete; Eco-friendly concrete; Sustainable construction; Modifier; Basalt fiber; Microstructure; High -strength concrete; HIGH-PERFORMANCE CONCRETE; MECHANICAL-PROPERTIES; POLYPROPYLENE FIBERS; STEEL FIBERS; MICROSTRUCTURE; INDENTATION; ASH; NANOINDENTATION; BEHAVIOR; HARDNESS;
D O I
10.1016/j.cscm.2022.e01550
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The aim of the paper is to development of basalt fiber-reinforced high-strength eco-friendly concrete with modified composite binder for sustainable construction. Cement composites based on a modified polymineral binder with the use of enriched aluminosilicates obtained from coal ash have been developed. A technology has been developed for extracting aluminosilicates from coal ash, which includes five stages. The choice of grinding technology of modified com-posite binder in a vario-planetary mill up to 550 m2/kg has been made, where the combined action of high impact energy, strong friction and centrifugal forces achieves the maximum me-chanical activation of the binder. The developed fresh mixes are characterized by good flow -ability (slump 20 cm and slump flow 47-49 cm). The resulting composites are characterized by high 28-day compressive and flexural strengths of 59.1 and 13.3 MPa, respectively, which is 44% and 66% higher than that of the control sample. At the same time, the high ratio of 28-day flexural and compressive strengths, reaching 0.31 (for the control sample 0.19), proves the high potential of this material to work under shock and dynamic complex loading. These trends are also preserved for the ages of 1 and 7 days, which allows us to speak about the high early strength of the materials. Microstructural analysis using scanning electron microscopy, X-ray diffraction and energy dispersive spectroscopy showed that the modified cement matrix has a denser microstructure with a large amount of low-basic calcium silicate hydrates (C-S-H), while the reference cement paste contains more high-basic C-S-H and hexagonal portlandite plates. The formed materials are able to withstand up to 15 thermal cycles at a temperature of 700 degrees C (4 times higher than that of the control sample), 13 thermal cycles at a temperature of 900 degrees C (4.3 times higher), 8 thermal cycles at a temperature of 1100 degrees C (exceeding eight times the charac-teristics of the unmodified sample, which is destroyed without enduring a single thermal change).
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页数:19
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