furnace bottom
Recently Published Documents


TOTAL DOCUMENTS

44
(FIVE YEARS 8)

H-INDEX

7
(FIVE YEARS 2)

2021 ◽  
Vol 1058 (1) ◽  
pp. 012006
Author(s):  
Isra’a S. Samaka ◽  
Abduljaleel Al-Janabi ◽  
M Abdulredha ◽  
Abdullah Alkandari ◽  
Mawada Abdellatif ◽  
...  

Author(s):  
Marcus H.N. Yio ◽  
Yue Xiao ◽  
Ru Ji ◽  
Mark Russell ◽  
Christopher Cheeseman

2020 ◽  
pp. 71-83
Author(s):  
Ian Cameron ◽  
Mitren Sukhram ◽  
Kyle Lefebvre ◽  
William Davenport
Keyword(s):  

2019 ◽  
Vol 11 (15) ◽  
pp. 4083 ◽  
Author(s):  
Svetlana Pushkar

The results of life-cycle assessments (LCAs) of concrete are highly dependent on the concrete design method. In this study, LCAs were conducted to evaluate the environmental impacts of the replacement of sand with furnace bottom-ash (FBA) in concrete. In the FBA-based concretes, sand was replaced with FBA at proportions of 0, 30, 50, 70, and 100 wt%. Two design methods were studied: (i) concrete with fixed slump ranges of 0–10 mm (CON-fix-SLUMP-0-10) and 30–60 mm (CON-fix-SLUMP-30-60); and (ii) concrete with fixed water/cement (W/C) ratios of 0.45 (CON-fix-W/C-0.45) and 0.55 (CON-fix-W/C-0.55). The ReCiPe2016 midpoint and single-score (six methodological options) methods were used to compare the environmental damage caused by the FBA-based concretes. A two-stage nested (hierarchical) analysis of variance (ANOVA) was used to simultaneously evaluate the results of six ReCiPe2016 methodologies. The ReCiPe2016 results indicate that replacing sand with FBA decreased the environmental impact of the concretes with fixed slump ranges and increased the environmental impact of the concretes with fixed W/C ratios. Therefore, using FBA as a partial sand replacement in concrete production is of debatable utility, as its impact highly depends on the concrete design method used.


2018 ◽  
Vol 26 (9) ◽  
pp. 909-916 ◽  
Author(s):  
Guang-sheng Wei ◽  
Rong Zhu ◽  
Yun Wang ◽  
Xue-tao Wu ◽  
Kai Dong

2018 ◽  
Vol 44 (3) ◽  
pp. 3009-3014 ◽  
Author(s):  
Daniel Glymond ◽  
Aaron Roberts ◽  
Mark Russell ◽  
Christopher Cheeseman
Keyword(s):  

Sign in / Sign up

Export Citation Format

Share Document