Effect of waste glass fine aggregate on the strength, durability and high temperature resistance of alkali-activated fly ash and GGBFS blended mortar

2020 ◽  
Vol 263 ◽  
pp. 120177 ◽  
Author(s):  
Md. Nabi Newaz Khan ◽  
Prabir Kumar Sarker
2014 ◽  
Vol 45 ◽  
pp. 234-242 ◽  
Author(s):  
Shane Donatello ◽  
Carsten Kuenzel ◽  
Angel Palomo ◽  
Ana Fernández-Jiménez

2010 ◽  
Vol 93 (10) ◽  
pp. 3411-3417 ◽  
Author(s):  
Ana Fernández-Jiménez ◽  
José Y. Pastor ◽  
Antonia Martín ◽  
Angel Palomo

2012 ◽  
Vol 193-194 ◽  
pp. 431-434 ◽  
Author(s):  
Mao Chieh Chi ◽  
Ran Huang ◽  
Wei Hsin Lu

This study presents an investigation into high-temperature resistance of alkali-activated slag concrete (AASC). Sodium oxide (Na2O) concentrations of 4%, 5% and 6% of slag weight and liquid sodium silicate (SiO2) with modulus ratio of 0.8 ( mass ratio of SiO2 to Na2O ) were used as activators to activate granulated blast furnace slag (GBFS). All cylindrical specimens with the same binder content and liquid/binder ratio of 0.5 were cast and cured in the air, under the saturated limewater and in a curing room at relative humidity of 80% RH and temperature of 60 °C, respectively. Test results demonstrate that the high-temperature resistance of AASC decreased with an increase of temperature. The compressive strength and high-temperature resistance of AASC improved with an increase dosage of Na2O and AASC cured at relative humidity of 80% RH and temperature of 60 °C has the superior performance, followed the AASC by air curing and saturated limewater curing. The higher compressive strength and superior high-temperature resistance have been obtained in AASC than comparable OPC.


2015 ◽  
Vol 1122 ◽  
pp. 181-184
Author(s):  
Michaela Fiedlerová ◽  
Tomáš Melichar ◽  
Jiří Bydžovský ◽  
Ámos Dufka

Results of an experimental study focused on evaluating the suitability of selected alternative additives and their influence on high temperature resistance of repair mortars based on cement are presented in the article. As an alternative substitute, fly ash and blast furnace slag were selected and added in different dosage up to 10% of cement weight not as a substitution component. Aggregates of amphibolite origin were chosen in regard to the thermal resistance to high temperature.


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