Post-fire residual mechanical and microstructural properties of waste basalt and glass powder-based geopolymer mortars

被引:9
作者
Yurt, Umit [1 ,3 ]
Celikten, Serhat [2 ]
Atabey, Ismail Isa [2 ]
机构
[1] Bolu Abant Izzet Baysal Univ, Fac Engn, Dept Civil Engn, Bolu, Turkiye
[2] Nevsehir Haci Bektas Veli Univ, Fac Engn & Architecture, Dept Civil Engn, Nevsehir, Turkiye
[3] Sakarya Univ, Inst Nat Sci, Sakarya, Turkiye
关键词
Alkali-activated mortar; Glass powder; Basalt powder; High temperature; Post-fire; FLY-ASH; STRENGTH; CEMENT; BEHAVIOR; SLAG;
D O I
10.1016/j.jobe.2024.109941
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The wastes that arise during the production process of the products required by the industry create environmental problems. In recent years, the activation of such wastes with alkaline activators has provided environmentally friendly and sustainable solutions. Different mixture designs have been realized for the production of geopolymer composites with basalt and glass powder waste. This study deals with the changes in the mechanical properties and microstructure of geopolymer mortars containing basalt powder (BP) and glass powder (GP) with the post-fire air curing effect. Geopolymer mixtures were prepared by using basalt powder and glass powder at 0 %, 25 %, 50 %, 75 %, and 100 % proportions. After casting and vibrating, the mortars were cured at 90 degrees C for 24 h. Flexural and compressive strength tests have been conducted on the specimens at the age of 1, 28, and 90 days. Additionally, the tests were applied to the heated specimens (400 degrees C, 600 degrees C, and 800 degrees C) after 1, 28, and 90 days from the heating process, separately. The effect of high temperature on mechanical, physical, and microstructural properties is examined comparatively. In addition, SEM/EDX analyses were performed on selected samples. As a result, the post-fire behavior of geopolymers is changeable with the precursor type. The compressive strength of the mortars containing %75 basalt and %25 glass powder had the best post-fire performance of all the mortars. The compressive strength of these mortars significantly increased from 1 day to 90 days after being subjection to high temperatures up to 800 degrees C.
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页数:16
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