A Comparative Study on the Degradation of Alkali-Activated Slag/Fly Ash and Cement-Based Mortars in Phosphoric Acid

被引:6
|
作者
Ren, Jie [1 ,2 ]
Zhang, Lihai [1 ]
Zhu, Yingcan [3 ]
Li, Zhenming [4 ]
San Nicolas, Rackel [1 ]
机构
[1] Univ Melbourne, Dept Infrastruct Engn, Parkville, Vic, Australia
[2] Univ Colorado Boulder, Dept Civil Environm & Architectural Engn, Boulder, CO USA
[3] Univ Southern Queensland, Ctr Sustainable Agr Syst, Toowoomba, Qld, Australia
[4] Delft Univ Technol, Fac Civil Engn & Geosci, Dept Mat & Environm, Delft, Netherlands
来源
FRONTIERS IN MATERIALS | 2022年 / 9卷
基金
澳大利亚研究理事会;
关键词
alkali-activated materials; Portland cement; phosphoric acid; degradation; strength; SULFURIC-ACID; ORGANIC-ACIDS; FLY-ASH; PORTLAND-CEMENT; GEOPOLYMER CONCRETE; PASTES ALTERATION; WASTE-WATER; DURABILITY; RESISTANCE; MICROSTRUCTURE;
D O I
10.3389/fmats.2022.845349
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This study compares the degradation behavior of the alkali-activated slag/fly ash (AASF) and ordinary Portland cement (OPC) mortars exposed to phosphoric acid with different pH values. The experimental results show that AASF mortars exhibit better resistance than OPC mortars against surface damage, although both systems get white deposits on the surface in phosphoric acid with a relatively high pH level. AASF mortars obtained lower mass loss than OPC mortars in phosphoric acid with pH at 2 and 3. The strength reduction in AASF mortars after immersion in phosphoric acid is more significant than that in OPC mortars. However, total degradation depth of AASF was smaller than that of OPC regardless of the pH of the acid solutions. Based on the experimental data, linear relationships were identified between the slope of degradation depth-mass loss curves and the Al/Si and Ca/Si ratios of the binders. This may indicate a new way to assess the degradation behavior of AASF and OPC based on their chemical compositions.
引用
收藏
页数:14
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