Characterization of Effloresences of Ambient and Elevated Temperature Cured Fly Ash Based Geopolymer Type Concretes

2016 ◽  
Vol 1139 ◽  
pp. 25-29 ◽  
Author(s):  
Jadambaa Temuujin ◽  
Claus Ruescher ◽  
Amgalan Minjigmaa ◽  
Burenkhangai Darkhijav ◽  
Batmunkh Davaabal ◽  
...  

Efflorescences formed on the surface of air (ambient) and elevated (70°C) temperatures cured high calcium fly ash based geopolymer type concretes have been characterized by the XRD, SEM-EDX and FTIR techniques. The mineralogical composition of the efflorescence depends on curing temperature. At ambient temperature the main phase of efflorescence consists of atmospheric carbonation product of sodium hydroxide such as thermonatrite (Na2(CO3)·H2O, PDF 8--448), while in the 70°C cured concrete it represents sodium calcium carbonates gaylussite (Na2Ca (CO3)2·5H2O, PDF 21-343). Mineralogical composition difference between the ambient and 70°C cured concrete’s efflolorescences is related to chemical reaction of alkaline liquid with fly ash constituents.

Fuel ◽  
2001 ◽  
Vol 80 (6) ◽  
pp. 815-819 ◽  
Author(s):  
J.K. Tishmack ◽  
J. Olek ◽  
S. Diamond ◽  
S. Sahu

2014 ◽  
Vol 55 ◽  
pp. 58-65 ◽  
Author(s):  
Tanakorn Phoo-ngernkham ◽  
Prinya Chindaprasirt ◽  
Vanchai Sata ◽  
Sakonwan Hanjitsuwan ◽  
Shigemitsu Hatanaka

2015 ◽  
Vol 659 ◽  
pp. 80-84 ◽  
Author(s):  
Patthamaporn Timakul ◽  
Kanyarat Thanaphatwetphisit ◽  
Pavadee Aungkavattana

This study investigated the effect of silica to alumina ratio on the compressive strength of geopolymer. The high calcium fly ash (Class C, ASTM 618) wastes from Mae Moh Thailand power plant, which is SiO2 (30.97%) and Al2O3 (17.16%)-rich materials was employed as the main solid part to prepare geopolymers, apart from kaolinite. The combination of sodium hydroxide (NaOH), sodium silicate (Na2SiO3) solution, and distilled water as 1:1:4 mass ratios were used as the liquid activator. The curing temperature in the oven was fixed at 75oC and varied curing time for 24, 48, 72 and 96 hours. Further curing was done at room temperature for 28 days before characterizations. XRD study of synthesized geopolymers showed a hump of not well-defined peaks and some major peaks of quartz, and unreacted kaolinite indicating the incomplete geopolymerization reaction. Infrared study showed the Al-O-Si and Si-O-Si bonds in all geopolymers samples. The compressive strength of geopolymer increased from 32 to 40 MPa when the ratio of SiO2 : Al2O3 was increased from 2.60 to 2.65. However, the compressive strength was decreased after increasing the SiO2 : Al2O3 ratio from 2.65 to 3.0. The highest compressive strength was found when the SiO2 : Al2O3 ratio was 2.65 with the curing condition at 75oC for 96 h which the samples also possessed high density.


2015 ◽  
Vol 29 (8) ◽  
pp. 5404-5414 ◽  
Author(s):  
Olga M. Sharonova ◽  
Natalia N. Anshits ◽  
Marina A. Fedorchak ◽  
Anatoly M. Zhizhaev ◽  
Alexander G. Anshits

2018 ◽  
Vol 4 (9) ◽  
pp. 2082 ◽  
Author(s):  
Abdalla Mohammed Shihab ◽  
Jasim M Abbas ◽  
Amer M Ibrahim

When soft clay soils are included in engineering projects, it’s stabilized usually with some kinds of admixtures named as stabilizers. The common stabilizers that highly practiced are OPC, lime, high calcium fly ash (FA), etc. Each one of these stabilizers has its shortcomings. Geopolymers are the product of alkali activated aluminosilicate sources that excelled as an alternative to ordinary binders due to its sustainability, low cost and good mechanical properties. This study investigates the effects of some key elements like liquid over fly ash ratio (Liq/FA), initial duration curing time (D) and its temperature to soil – FA based Geopolymers samples characterized by its unconfined compressive strength testing (UCS), volumetric measurements, scanning electron microscopy (SEM), energy dispersive spectroscopy (EDS) and X-Ray diffraction (XRD). The Liq/FA taken as 2.71, 3.167, 3.8 and 4.75 respectively and the duration time taken were 1, 6, 18 and 24 hrs. respectively. The tests results showed that the maximum peak strength gain when Liq/FA is 3.8 at 90 oC with 24 hrs. D. It was observed that Young’s Modulus increased with increasing curing temperature for certain D. Volumetric strain increased by increasing D and its temperature. SEM and XRD analyses confirmed the Geopolymers gels formation for a selective precursor while EDX analyses showed that silicon over aluminium ratio is 1.38 for selective spectrum within the gel to the same mixture. 


2015 ◽  
Vol 41 (4) ◽  
pp. 1263-1271 ◽  
Author(s):  
Tanakorn Phoo-ngernkham ◽  
Vanchai Sata ◽  
Sakonwan Hanjitsuwan ◽  
Charoenchai Ridtirud ◽  
Shigemitsu Hatanaka ◽  
...  

2020 ◽  
Vol 241 ◽  
pp. 118143 ◽  
Author(s):  
Ampol Wongsa ◽  
Ronnakrit Kunthawatwong ◽  
Sakchai Naenudon ◽  
Vanchai Sata ◽  
Prinya Chindaprasirt

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