scholarly journals Long Term Performance of Alkali Activated Slag Concrete

2015 ◽  
Vol 13 (3) ◽  
pp. 187-192 ◽  
Author(s):  
Arie Wardhono ◽  
David W. Law ◽  
Thomas C. K. Molyneaux
Author(s):  
Ominda Nanayakkara ◽  
Chamila Gunasekara ◽  
David W. Law ◽  
Jun Xia ◽  
Sujeeva Setunge

2020 ◽  
Vol 4 ◽  
pp. 110-121 ◽  
Author(s):  
Claire White

Alternative (i.e., non-Portland) cements, such as alkali-activated materials, have gained significant interest from the scientific community due to their proven CO2 savings compared with Portland cement together with known short-term performance properties. However, the concrete industry remains dominated by Portland cement-based concrete. This Letter explores the technical and non-technical hurdles preventing implementation of an alternative cement, such as alkali-activated materials, in the concrete industry and discusses how these hurdles can be overcome. Specifically, it is shown that certain technical hurdles, such as a lack of understanding how certain additives affect setting of alkali-activated materials (and Portland cement) and the absence of long-term in-field performance data of these sustainable cements, can be mitigated via the use of key molecular- and nano-scale experimental techniques to elucidate dominant material characteristics, including those that control long-term performance. In the second part of this Letter the concrete industry is compared and contrasted with the electricity generation industry, and specifically the transition from one dominant technology (i.e., coal) to a diverse array of energy sources including renewables. It is concluded that financial incentives and public advocacy (akin to advocacy for renewables in the energy sector) would significantly enhance uptake of alternative cements in the concrete industry.


2017 ◽  
Vol 2 ◽  
pp. 33-39 ◽  
Author(s):  
Shishir Mundra ◽  
Susan A. Bernal ◽  
Maria Criado ◽  
Petr Hlaváček ◽  
Gino Ebell ◽  
...  

The development of alkali-activated materials (AAMs) as an alternative to Portland cement (PC) has seen significant progress in the past decades. However, there still remains significant uncertainty regarding their long term performance when used in steel-reinforced structures. The durability of AAMs in such applications depends strongly on the corrosion behaviour of the embedded steel reinforcement, and the experimental data in the literature are limited and in some cases inconsistent. This letter elucidates the role of the chemistry of AAMs on the mechanisms governing passivation and chloride-induced corrosion of the steel reinforcement, to bring a better understanding of the durability of AAM structures exposed to chloride. The corrosion of the steel reinforcement in AAMs differs significantly from observations in PC; the onset of pitting (or the chloride ‘threshold’ value) depends strongly on the alkalinity, and the redox environment, of these binders. Classifications or standards used to assess the severity of steel corrosion in PC appear not to be directly applicable to AAMs due to important differences in pore solution chemistry and phase assemblage.


2021 ◽  
Vol 116 ◽  
pp. 103893
Author(s):  
Qing Li ◽  
Xinyuan Li ◽  
Kai Yang ◽  
Xiaohong Zhu ◽  
Juan Pablo Gevaudan ◽  
...  

Author(s):  
J Zhu ◽  
W Z Zheng ◽  
Z Z Xu ◽  
Y F Leng ◽  
C Z Qin

Author(s):  
Hyun-Jin Lee ◽  
Seok-Jin Lee ◽  
Su-Ho Bae ◽  
Soon-Oh Kwon ◽  
Kwang-Myong Lee ◽  
...  

2019 ◽  
Vol 22 ◽  
pp. 1-6
Author(s):  
Martin Alexa ◽  
Dalibor Kocáb ◽  
Barbara Kucharczyková ◽  
Jan Kotrla

The paper investigates the way a shrinkage-reducing admixture affects the long-term development of dynamic properties in mortars made with alkali-activated slag (AAS). Two AAS mortars were tested - one contained a shrinkage-reducing admixture, the other did not. The specimens (prisms of 40 × 40 × 160mm) were observed for changes in the dynamic modulus of elasticity at ages of 3 days through 2 years using the ultrasonic pulse velocity test and the resonance method. Even though the statistical analysis of the results gave no proof that the shrinkage-reducing admixture affected the final values, the development of the elastic modulus appeared to follow a very interesting trend which is completely different from trends commonly observed in cement-based composites.


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