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The Mechanism of Ground Granulated Blastfurnace Slag Preventing Alkali Aggregate Reaction 被引量:3
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作者 STARK Jochen FREYBURG Ernst 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2010年第2期332-341,共10页
Three different methods were applied to study the alkali content of gelpores in cement. In the closed system, the concentration of K+, Na+ and OH - have not reduced with the increase of age. In the open system, the ... Three different methods were applied to study the alkali content of gelpores in cement. In the closed system, the concentration of K+, Na+ and OH - have not reduced with the increase of age. In the open system, the diffusion and transferring of K+ and Na+ towards free space leads to the de-crease of total alkali content. In the micro-analysis system, the contents of K+ and Na+ in the first hy- drated layer of ground granulated blastfurnace slag (GBFS) are very low, while the contents of calcium and magnesium are relatively high. This phenomenon shows that the mechanism of GBFS preventing alkali aggregate reaction (AAR) is: when GBFS is dissolved by alkali medium, SiO2 and Al2O3 are dissolved into the cement matrix, then around GBFS particles form reaction rings rich in Ca2+ and Mg^2+, and the C-S-H gel of positive charges formed in the area repulses K+ and Na+, which are forced to transfer to the mortar's matrix, pore or mortar sample surface. The transferred K ^+ and Na^+ form alkali gel products with other dissolved ions, then become evenly distributed in the mortar sample and react with Ca(OH)2 in pore solutions to form (Na,K)x-2z·zCa·(SiO2)y·(OH)x gel products; and thus changes the AAR gel products' structure. The gel products will not expand, and so they can delay expansion destruction. 展开更多
关键词 granulated blastfurnace slag (GBFS) alkali aggregate reaction (AAR) alkali content preventing mechanism
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Alkali Aggregate Reaction in Alkali Slag Cement Mortars 被引量:2
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作者 陈友治 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2002年第3期60-62,共3页
By means of 'Mortar Bar Method',the ratio of cement to aggregate was kept as a constant 1∶2.25,the water cement ratio of the mixture was 0.40,and six prism specimens were prepared for each batch of mixing pr... By means of 'Mortar Bar Method',the ratio of cement to aggregate was kept as a constant 1∶2.25,the water cement ratio of the mixture was 0.40,and six prism specimens were prepared for each batch of mixing proportions with dimensions of 10×10×60mm 3 at 38±2℃ and RH≥95%, the influences of content and particle size of active aggregate, sort and content of alkali component and type of slag on the expansion ratios of alkali activated slag cement(ASC) mortars due to alkali aggregate reaction(AAR) were studied. According to atomic absorption spectrometry,the amount of free alkali was measured in ASC mortars at 90d.The results show above factors affect AAR remarkably,but no dangerous AAR will occur in ASC system when the amount of active aggregate is below 15% and the mass fraction of alkali is not more than 5% (Na 2O).Alkali participated in reaction as an independent component, and some hydrates containing alkali cations were produced, free alkalis in ASC system can be reduced enormously.Moreover,slag is an effective inhibitor, the possibility of generating dangerous AAR in ASC system is much lower at same conditions than that in ordinary Portland cement system. 展开更多
关键词 alkali activated slag cement alkali aggregate reaction ALKALI active aggregate
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Recycling of industrial waste and performance of steel slag green concrete 被引量:2
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作者 李云峰 姚燕 王玲 《Journal of Central South University》 SCIE EI CAS 2009年第5期768-773,共6页
Workability and mechanical properties of steel slag green concrete with different types of steel slag and different dosages of admixtures were investigated. The effectiveness of steel slag powder on suppressing alkali... Workability and mechanical properties of steel slag green concrete with different types of steel slag and different dosages of admixtures were investigated. The effectiveness of steel slag powder on suppressing alkali aggregate reaction(AAR) expansion was assessed using the method of ASTM C441 and accelerated test method. Experimental results show that mechanical properties can be improved further due to the synergistic effect and mutual activation when compound mineral admixtures with steel slag powder and blast-furnace slag powder are mixed into concrete. In addition,about 50% decrease in expansion rate of mortar bars with mineral admixtures can be achieved in AAR tests. Mineral admixtures with steel slag powder as partial replacement for Portland cement in concrete is an effective means for controlling expansion due to AAR. 展开更多
关键词 CONCRETE steel slag mechanical properties DURABILITY alkali aggregate reaction
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