The effect of activator concentration on the residual strength of alkali-activated fly ash pastes subjected to thermal load

被引:211
作者
Rashad, Alaa M. [1 ]
Zeedan, Sayieda R. [2 ]
机构
[1] HBRC, Housing & Bldg Natl Res Ctr, Bldg Mat Res & Qual Control Inst, Cairo, Egypt
[2] HBRC, Housing & Bldg Natl Res Ctr, Raw Bldg Mat Technol & Proc Res Inst, Cairo, Egypt
关键词
Activated fly ash; Activator concentrations; Elevated temperature; Residual compressive strength; Thermal shock resistance; pH value; GEOPOLYMERIC MATERIALS; ALTERNATIVE MATRICES; HAZARDOUS-WASTES; CEMENT PASTE; PART II; CONCRETE; IMMOBILIZATION; STABILIZATION; PERFORMANCE;
D O I
10.1016/j.conbuildmat.2010.12.044
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This investigation reports on a comparative study of the residual compressive strength at different temperatures of alkali-activated fly ash (AAFA) pastes chemically activated using sodium silicate with three different concentrations named 20, 30 and 40 (wt.%). The behaviour of different mixtures in conditions of rapid temperature changes was studied. Water quench test was applied to determine thermal shock resistance. The traditional Portland cement pastes were used as a reference. The temperatures ranging from 200 degrees C to 1000 degrees C with an increment of 200 degrees C has been examined. Pore solution pH and compressive strengths before and after exposure to elevated temperatures were determined. The various decomposition phases formed were identified using X-ray diffraction (XRD), thermogravimetric analysis (TGA), differential thermal analysis (DTG) and scanning electron microscopy (SEM). The results indicated that fly ash activated by sodium silicate is more able to resist degradation caused by exposure to elevated temperature than Portland cement system as its relative strengths are superior. In the hardened AAFA pastes, as activator concentration dosage increased as the relative compressive strengths and thermal shock resistance decreased. The AAFA system is able to maintain a sufficient high pH to retain the passive protective layer on the surface of any reinforcing steel present. (C) 2010 Elsevier Ltd All rights reserved.
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页码:3098 / 3107
页数:10
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