Characterization of high-volume fly-ash cement pastes for sustainable construction applications

2017 ◽  
Vol 157 ◽  
pp. 96-107 ◽  
Author(s):  
Ertug Aydin ◽  
Hasan Şahan Arel
2012 ◽  
Vol 42 (1) ◽  
pp. 194-204 ◽  
Author(s):  
Qiang Zeng ◽  
Kefei Li ◽  
Teddy Fen-chong ◽  
Patrick Dangla

2018 ◽  
Vol 189 ◽  
pp. 934-946 ◽  
Author(s):  
Haitao Zhao ◽  
Xiao Qin ◽  
Jiaping Liu ◽  
Liangliang Zhou ◽  
Qian Tian ◽  
...  

2021 ◽  
Vol 33 ◽  
pp. 101638 ◽  
Author(s):  
Qian Huang ◽  
Xiaohong Zhu ◽  
Dongsheng Liu ◽  
Liang Zhao ◽  
Min Zhao

2010 ◽  
Vol 257 (3) ◽  
pp. 762-768 ◽  
Author(s):  
Qiang Zeng ◽  
Kefei Li ◽  
Teddy Fen-Chong ◽  
Patrick Dangla

2000 ◽  
Vol 22 (6) ◽  
pp. 445-452 ◽  
Author(s):  
Ya Mei Zhang ◽  
Wei Sun ◽  
Han Dong Yan

2017 ◽  
Vol 168 ◽  
pp. 38-45 ◽  
Author(s):  
I. Ignjatović ◽  
Z. Sas ◽  
J. Dragaš ◽  
J. Somlai ◽  
T. Kovács

2010 ◽  
Vol 152-153 ◽  
pp. 708-712
Author(s):  
Ya Qing Jiang ◽  
Jia Yu ◽  
Qian Feng Xia

Dispersion mechanism of polycarboxylate type admixture (PCA) in high volume fly ash (HVFA) concrete was studied by testing fluidity of cement paste, zeta potential of cement grains, the adsorbed amount of PCA on surfaces of cement grains and degree of hydration was quantified by loss on ignition measurements. Properties of HVFA concrete were experimentally validated, and microstructure of HVFA concrete was observed by SEM. Experimental results indicated that a combination of PCAs with long and short backbones may enhance the fluidity and fluidity retention of cement pastes. Fly ash has the ability to compensate electrostatic repulsion of PCA by promoting adsorption-dispersion of PCA to cement minerals and making zeta potential of cement grains more negative. HVFA concrete incorporating combined PCA has excellent workability and appropriate strength. Microstructure of HVFA self-compacting concrete is denser for the modified homogeneous of concrete and a higher degree of hydration of cement achieved in the presence of PCA and fly ash. So combined polycarboxylate based admixture is absolutely necessary for producing high volume fly ash concrete with better workability and durability.


2019 ◽  
Vol 138 (3) ◽  
pp. 2065-2075 ◽  
Author(s):  
Watcharapong Wongkeo ◽  
Pailyn Thongsanitgarn ◽  
Chi-Sun Poon ◽  
Arnon Chaipanich

2012 ◽  
Vol 512-515 ◽  
pp. 2976-2981 ◽  
Author(s):  
Jeffery S. Volz

With worldwide production of fly ash approaching 800 million tonnes annually, increasing the amount of fly ash used in concrete will remove more material from the solid waste stream and reduce the amount ending up in landfills. However, most specifications limit the amount of cement replacement with fly ash to less than 25 or 30%. Concrete with fly ash replacement levels of at least 50% – referred to as high-volume fly ash (HVFA) concrete – offers a potential green solution. The following study investigated the structural performance of HVFA concrete compared to conventional portland-cement concrete. Specifically, the research examined both the bond strength of reinforcing steel in HVFA concrete as well as the shear behavior of HVFA reinforced concrete. The results indicate that HVFA concrete performs as well or better than conventional portland-cement concrete.


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