Optimum Green Concrete Using Different High Volume Fly Ash Activated Systems

2017 ◽  
pp. 145-153
Author(s):  
Diego F. Velandia ◽  
Cyril J. Lynsdale ◽  
Fernando Ramirez ◽  
John L. Provis ◽  
German Hermida ◽  
...  
2018 ◽  
Vol 36 (6) ◽  
pp. 520-526 ◽  
Author(s):  
Jing Yu ◽  
Dhanada K Mishra ◽  
Chang Wu ◽  
Christopher KY Leung

Safe disposal of fly ash generated by coal-based thermal power plants continues to pose significant challenges around the world and in India in particular. Green structural concrete with 80% cement replaced by local Chinese fly ash has been recently developed to achieve a target characteristic compressive strength of 45 MPa. Such green concrete mixes are not only cheaper in cost, but also embody lower energy and carbon footprint, compared with conventional mixes. This study aims to adopt such materials using no less than 80% fly ash as binder in routine concrete works in countries like India with the commonly used lower target characteristic compressive strength of 30 MPa. It is achieved by the simple and practical method of adjusting the water/binder ratio and/or superplasticiser dosage. The proposed green concrete shows encouraging mechanical properties at 7 days and 28 days, as well as much lower material cost and environmental impact compared with commercial Grade 30 concrete. This technology can play an important role in meeting the huge infrastructure demands in India in a sustainable manner.


2013 ◽  
Vol 1612 ◽  
Author(s):  
Diego F. Velandia ◽  
Cyril Lynsdale ◽  
Fernando Ramirez ◽  
John L. Provis ◽  
German Hermida ◽  
...  

ABSTRACTEnvironmental issues related to CO2 emissions have become a key focus for many different industries, including the cement and concrete industry. An environmentally optimized ‘green’ concrete can provide a much needed alternative to conventional concrete to reduce the carbon foot-print of the construction industry. This can be achieved through high Portland cement replacement by fly ash and with the inclusion of activators to enhance the rate of development of strength and other properties. This study evaluates different fly ashes and different activators (Na2SO4, lime and quicklime) that are added to enhance the reaction of the fly ash to achieve a comparable performance to that of standard Portland cement in mixes of much lower CO2 emissions. TGA, XRD and SEM are used to determine the development of hydration products and the consumption of portlandite by the fly ash. It is found that the amorphous content of the fly ash is an important parameter influencing compressive strength evolution. Based on the results, Na2SO4 as an activator, and a fly ash with high reactive SiO2 and Al2O3 contents and low Fe2O3 are found to provide the best options for producing a high volume fly ash matrix with the potential to show comparable behavior to a Portland cement control mix.


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