Influence of Silica Fume Additive and Activator Ratio on Mechanical Properties in Slaked Lime-Based Alkali-Activated Mortars

被引:12
|
作者
Kaya, Mehmet [1 ]
Karahan, Okan [2 ]
Atis, Cengiz Duran [2 ]
机构
[1] Yozgat Bozok Univ, Fac Engn & Architecture, Civil Engn Dept, TR-66900 Yozgat, Turkey
[2] Erciyes Univ, Fac Engn, Civil Engn Dept, TR-38280 Kayseri, Turkey
关键词
Mortar; Mechanical properties; Slaked lime; Silica fume; Alkali activation; FLY-ASH GEOPOLYMER; COMPRESSIVE STRENGTH; PORTLAND-CEMENT; SLAG MORTARS; CONCRETE; HYDROXIDE; RESISTANCE; METAKAOLIN; HYDRATION; SODIUM;
D O I
10.1007/s40996-022-00960-4
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents the effect of activator ratio and silica fume additive on physical and mechanical properties in slaked lime-based alkali-activated mortars which are limited in literature. The binder, which was formed by slaked lime and adding 5%, 10%, 15% silica fume into slaked lime, was activated with sodium hydroxide. The concentration of activator was chosen between 10 and 15 mol. The water/binder ratio was determined to be 0.55, and the binder/sand ratio was chosen as 1/3. After the produced mortar samples were placed in the mold, they were kept at 105 degrees C for 24 h at the activation temperature. The samples taken out of the oven were kept at room temperature (22 +/- 2) oC for up to 28 days. As a result of the experiments, in the samples containing 85% slaked lime and 15% silica fume, a compressive strength value of 36.46 MPa was determined. Compared with the control samples, it was observed that the flexural strength of the alkali-activated mortars produced with slaked lime increased by 3.72-fold and the compressive strength increased by 5.9-fold. As a result of the regression analysis, sodium hydroxide amount providing optimum flexural and compressive strength was determined as 14.28 mol, silica fume ratio as 10.03%.
引用
收藏
页码:873 / 889
页数:17
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