Early mechanical properties and strength calculation method of slag-based alkali activated concrete

被引:4
|
作者
Wang, Yuhua [1 ]
Tang, Congrong [2 ]
Wang, Mengjun [1 ]
Yu, Yong [3 ]
Chen, Shuai [4 ]
机构
[1] Nanjing Vocat Inst Railway Technol, Nanjing 210031, Peoples R China
[2] Jiangsu Xilinghui Construct Engn Co Ltd, Nanjing 210000, Peoples R China
[3] Guangzhou Maritime Univ, Sch Civil Engn & Engn Management, Guangzhou 510725, Guangdong, Peoples R China
[4] Xijing Univ, Xian 710123, Peoples R China
关键词
FLY-ASH; COMPRESSIVE STRENGTH; RATIOS;
D O I
10.1063/5.0194129
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
The use of slag-based alkali-activated concrete (AAC) could effectively address the issues of resource extraction and carbon emissions caused by traditional Portland cement. In this study, the effects of the fly ash content, water-binder ratio, and alkali activation modulus on the early mechanical properties of AAC were investigated. A total of 105 cube specimens (35 sets) were designed and subjected to compressive strength tests, scanning electron microscope tests, and x-ray diffraction composition analysis. The results indicated that excellent early strength was observed in AAC, with a compressive strength reaching similar to 90% of the 28th day strength before 14 days. An increase in the fly ash content and a decrease in the water-binder ratio significantly improved the compressive strength within the same age period. The impact of a lower alkaline activation modulus on strength was found to be insignificant. Based on the experimental results, a calculation method and a constitutive model for early strength were proposed, and the theoretical values exhibited a high level of agreement with the measured values. (c) 2024 Author(s). All article content, except where otherwise noted, is licensed under a Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/).
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页数:12
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