Upcycling of Waste Materials: Green Binder Prepared with Pure Coal Fly Ash

2016 ◽  
Vol 28 (3) ◽  
pp. 04015138 ◽  
Author(s):  
Ning Xie ◽  
Xianming Shi ◽  
Yudong Dang ◽  
Alexandra Pace
Keyword(s):  
Fly Ash ◽  
RSC Advances ◽  
2015 ◽  
Vol 5 (66) ◽  
pp. 53776-53781 ◽  
Author(s):  
Nomso Hintsho ◽  
Ahmed Shaikjee ◽  
Pranav K. Tripathi ◽  
Paul Franklyn ◽  
Shane Durbach

Carbon nanomaterials (CNMs) can be derived from waste materials such as: coal fly ash and CO2, with CO2 and C2H2 as carbon sources respectively.


RSC Advances ◽  
2020 ◽  
Vol 10 (4) ◽  
pp. 2416-2427 ◽  
Author(s):  
Boitumelo Makgabutlane ◽  
Lebea N. Nthunya ◽  
Nicholas Musyoka ◽  
Bongumusa S. Dladla ◽  
Edward N. Nxumalo ◽  
...  

Zeolites synthesized from biomass waste materials offer a great opportunity in the sustainable utilization of the waste.


2014 ◽  
Vol 2 (3) ◽  
pp. 1352-1357 ◽  
Author(s):  
N. Rodella ◽  
A. Bosio ◽  
A. Zacco ◽  
L. Borgese ◽  
M. Pasquali ◽  
...  
Keyword(s):  
Fly Ash ◽  

2015 ◽  
Vol 1123 ◽  
pp. 127-130
Author(s):  
Tjokorde Walmiki Samadhia ◽  
Nurhidayati Muan

Geopolymers, which areinorganic polymers consisting largely of three-dimensional Al-Si-O networkformed by reactions between aluminosilicate solids and concentrated alkalisolutions, are gaining recognition as environmentally friendly engineeringmaterials. As a replacement for ordinary Portland cement (OPC), geopolymerconsumes much less energy to produce, and may be synthesized from various solidinorganic waste materials. This work describes the synthesis of geopolymerswhich combines two waste materials as aluminosilicate precursors: an ASTM ClassC coal fly ash from the Paiton powerplant, and Fe-rich metallurgical slag fromKratakau Steel. To study the effects of the reactant mixture composition, asimplex centroid experiment is undertaken with fly ash and slag as its majorcomponents, and level of addition of sodium silicate as the independentvariable. The highest slag to ash mass ratio is set at 50%. The solidaluminosilicates and sodium silicate are mixed with 10 M KOH solution at a massratio of 2.8. The mixture is processed in a planetary mixer to form a smoothpaste, which is then cast into specimens for the measurement of compressivestrength in a universal uniaxial load tester after a 1-week period of curing atroom temperature. The measured compressive strengths of all geopolymer pastesamples are lower than that of OPC, anddecreases with increasing slag proportion. Addition of Sodium silicateincreases the strength due to decreased porosity. Despite the highertheoretical reactivity of the slag compared to the Paiton fly ash, estimatedfrom their degrees of network depolymerization, the addition of slag reducesthe geopolymer mortar compressive strength. It is hypothesized that therelatively coarse size of the slag particles offsets its higher reactivity.


2008 ◽  
Vol 7 (3) ◽  
pp. 289-293 ◽  
Author(s):  
Maria Harja ◽  
Marinela Barbuta ◽  
Lacramioara Rusu ◽  
Nicolae Apostolescu
Keyword(s):  
Fly Ash ◽  

Agriculture ◽  
2021 ◽  
Vol 11 (1) ◽  
pp. 47
Author(s):  
Kai Yang ◽  
Zejun Tang ◽  
Jianzhang Feng

Sandy soils are prone to nutrient losses, and consequently do not have as much as agricultural productivity as other soils. In this study, coal fly ash (CFA) and anionic polyacrylamide (PAM) granules were used as a sandy soil amendment. The two additives were incorporated to the sandy soil layer (depth of 0.2 m, slope gradient of 10°) at three CFA dosages and two PAM dosages. Urea was applied uniformly onto the low-nitrogen (N) soil surface prior to the simulated rainfall experiment (rainfall intensity of 1.5 mm/min). The results showed that compared with no addition of CFA and PAM, the addition of CFA and/or PAM caused some increases in the cumulative NO3−-N and NH4+-N losses with surface runoff; when the rainfall event ended, 15% CFA alone treatment and 0.01–0.02% PAM alone treatment resulted in small but significant increases in the cumulative runoff-associated NO3−-N concentration (p < 0.05), meanwhile 10% CFA + 0.01% PAM treatment and 15% CFA alone treatment resulted in nonsignificant small increases in the cumulative runoff-associated NH4+-N concentration (p > 0.05). After the rainfall event, both CFA and PAM alone treatments increased the concentrations of NO3−-N and NH4+-N retained in the sandy soil layer compared with the unamended soil. As the CFA and PAM co-application rates increased, the additive effect of CFA and PAM on improving the nutrient retention of sandy soil increased.


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