Manually compressed soil blocks stabilised by fly ash based geopolymer: a promising approach for sustainable buildings

抗压强度 聚合物 粉煤灰 材料科学 极限抗拉强度 固化(化学) 傅里叶变换红外光谱 吸水率 复合材料 化学工程 工程类
作者
Quoc-Bao Bui,Tan-Phat Nguyen,Dirk Schwede
出处
期刊:Scientific Reports [Springer Nature]
卷期号:13 (1): 22905-22905 被引量:10
标识
DOI:10.1038/s41598-023-50103-6
摘要

Abstract The construction industry is one of the sectors which have significant impacts on the environment. The research on sustainable materials is a demand of society. This paper presents an investigation on the use of fly ash (FA) geopolymer binder for the production of unburnt bricks. First, an optimisation process for the ratio of alkaline activator solution (AAS) and FA was performed. The blocks were obtained by compressing the materials in a mould by hand, similar to the traditional technique of the adobes. Different ratios of AAS in the blocks were investigated: 6%, 8%, 12% and 20% by mass, respectively. Two curing temperatures were tested: ambient temperature and at 60 °C. Then, different properties of the blocks were determined: flexural tensile strength, compressive strengths (in the quasi-dry state and in the saturated state), water absorption. The techniques of Fourier Transform Infrared (FTIR) and Scanning Electron Microscope (SEM) were also used for the analyses of the results obtained. The results showed that the blocks with 20% AAS had highest compressive strengths with an average of 24 MPa at 28 days, while the recommended AAS amount for both technical and economical points of view was 8%, with a mean compressive strength of 13 MPa at 28 days. The ratio between the saturated compressive strength on the quasi-dry compressive strength was higher than 0.5, which satisfied the current exigencies from the standards. These exploratory results are important for practice applications of this type of blocks.

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