Setting and Hardening Behaviour of Alkali-Activated Landfilled Fly Ash-Slag Binder at Room Temperature

被引:9
|
作者
Liu, Wei [1 ,2 ]
Lin, Lin [3 ]
Wang, Shuping [3 ]
Peng, Xiaoqin [3 ]
Wu, Bobo [3 ,4 ]
Sun, Keke [3 ]
Zeng, Lu [3 ]
机构
[1] Shenzhen Univ, Guangdong Prov Key Lab Durabil Marine Civil Engn, Shenzhen 518060, Peoples R China
[2] Shenzhen Univ, Shenzhen Durabil Ctr Civil Engn, Shenzhen 518060, Peoples R China
[3] Chongqing Univ, Coll Mat Sci & Engn, Chongqing 400045, Peoples R China
[4] Zunyi Transportat & Tourism Investment Grp Co Ltd, Dept Project Management, Zunyi 563000, Peoples R China
基金
中国国家自然科学基金;
关键词
landfilled fly ash; alkali activation; setting time; strength development; microstructure; C-S-H; GEOPOLYMER CONCRETE; STRENGTH; METAKAOLIN; MORTAR; CEMENT; FTIR;
D O I
10.3390/ma13143130
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
A geopolymer is normally considered an environmentally friendly binder due to the utilisation of industrial wastes. This study focusses on the potential of geopolymer preparation at room temperature from landfilled fly ash (LFA) which has been discharged to the land for more than three years. To accelerate the reaction process, 20-30 wt.% LFA was replaced by ground-granulated blast-furnace slag (GGBS). The effect of water glass modulus, Na2O content, water-to-solid ratio, and GGBS content on the setting time and strength development of the binder was discussed. Results showed that to activate LFA, the optimal value of the sodium silicate modulus for alkaline solution was 1.4-1.6 with a Na2O content of 10%, and the water-to-solid ratio was 0.4. In addition, the setting time of the binder reduced with increasing content of GGBS replacement, and the compressive strength increased due to the coexistence of C-(A)-S-H and zeolite-like phases. The maximum compressive strength of the binder was 29.2 MPa after 56 days of curing. The relatively low strength was likely due to the absence of the Q(4)unit with a three-dimensional structure.
引用
收藏
页数:15
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