The effects of fly ash composition on the chemistry of pore solution in hydrated cement pastes

1999 ◽  
Vol 29 (12) ◽  
pp. 1915-1920 ◽  
Author(s):  
Medhat H. Shehata ◽  
Michael D.A. Thomas ◽  
Roland F. Bleszynski
Author(s):  
Marcelle A. Gillott ◽  
Tarun R. Naik ◽  
Shiw S. Singh

Concrete is a highly heterogeneous structural material that is subjected to complex stresses. It has been well established that concrete is weakest in the interfacial region between coarse aggregates and the hydrated cement paste. Although there have been several studies on the microstructure of fly ash containing cement pastes, relatively less is known about the effect of fly ash on the aggregate-paste boundary in concrete.Air entrained plain portland cement concrete mixtures were prepared to produce a design strength of 6000 psi at the 28-day age. The air and H2O-cementitious ratios were held approximately constant for both the control and fly ash containing preparations. ASTM Class C fly ash replaced 15% to 70% of the cement in various samples. Measurement of mechanical properties indicated compressive strength increased for concrete with up to 30% fly ash; only slight differences in tensile strength were observed among the control, 15% and 30% fly ash replacements.


1986 ◽  
Vol 85 ◽  
Author(s):  
H. F. W. Taylor

ABSTRACTThe problem of defining bound water in a cement paste is discussed; a reasonable definition is one that includes interlayer water in C-S-H and AFm phases, structural water in ettringite, and adsorbed water, but not water in micropores or in larger pores. On this basis, structural considerations indicate a value of around 32% on the ignited weight for a fully hydrated paste. ‘Non-evaporable’ water, typically around 22% on the ignited weight at full hydration, cannot be identified with bound water, because dehydration to the state in which only non-evaporable water remains causes major loss of interlayer water and destruction of ettringite. In the interpretation of pore solution data, the definition of bound water, and the value assumed for this quantity, are important, because the ionic concentrations in the pore solution are greatly affected by the volume of free water available to dissolve them. If cement is partially replaced by low calcium fly ash, the quantity of bound water at any given age is substantially reduced. This effect contributes to the relatively low concentrations of alkali metal and hydroxyl ions that are observed in the pore solutions of many portland-fly ash cement pastes.


2012 ◽  
Vol 253-255 ◽  
pp. 322-325 ◽  
Author(s):  
Jian Jun Yan ◽  
Xiang Li ◽  
Hua Quan Yang

Influence of fly ash on alkalinity of pore solution and microstructure characteristics of hardened cement pastes were investigated by means of ex-situ leaching (ESL), MIP and SEM. The results reveal that the decline of alkalinity of pore solution is not endless, even though the contents of fly ash in fly ash-cement(FC) pastes is very high(65%).The incorporation of fly ash in proper ratios could increase the ratio of harmless pores and improve the microstructure of the FC pastes. Ca(OH)2 was not consumed heavily or exhausted when cementitious material was hydrated due to the low reaction degree of fly ash.


2012 ◽  
Vol 204-208 ◽  
pp. 3867-3871 ◽  
Author(s):  
Xiang Li ◽  
Yun Dong ◽  
Hua Quan Yang

The hydration performance and pore structure of fly ash-cement (FC) pastes were investigated by means of XRD, TG, ex-situ leaching (ESL) and MIP. The results reveal that the influence of curing age to the kinds of hydration products of FC pastes is unconspicuous. As the content of fly ash increase, the Ca(OH)2 content decrease gradually. However, the content of Ca(OH)2 left in every paste is almost constant after 28d, regardless of the replacement ratio of fly ash and water-binder ratio. The decline of alkalinity of pore solution is not endless, even though the contents of fly ash in FC pastes is very high(65%).The incorporation of fly ash in proper ratios could increase the ratio of harmless pores and improve the microstructure of the FC pastes. Ca(OH)2 was not consumed heavily or exhausted when cementitious material was hydrated due to the low reaction degree of fly ash.


Materials ◽  
2021 ◽  
Vol 14 (3) ◽  
pp. 475
Author(s):  
Ana María Moreno de los Reyes ◽  
José Antonio Suárez-Navarro ◽  
Maria del Mar Alonso ◽  
Catalina Gascó ◽  
Isabel Sobrados ◽  
...  

Supplementary cementitious materials (SCMs) in industrial waste and by-products are routinely used to mitigate the adverse environmental effects of, and lower the energy consumption associated with, ordinary Portland cement (OPC) manufacture. Many such SCMs, such as type F coal fly ash (FA), are naturally occurring radioactive materials (NORMs). 226Ra, 232Th and 40K radionuclide activity concentration, information needed to determine what is known as the gamma-ray activity concentration index (ACI), is normally collected from ground cement samples. The present study aims to validate a new method for calculating the ACI from measurements made on unground 5 cm cubic specimens. Mechanical, mineralogical and radiological characterisation of 28-day OPC + FA pastes (bearing up to 30 wt % FA) were characterised to determine their mechanical, mineralogical and radiological properties. The activity concentrations found for 226Ra, 212Pb, 232Th and 40K in hardened, intact 5 cm cubic specimens were also statistically equal to the theoretically calculated values and to the same materials when ground to a powder. These findings consequently validated the new method. The possibility of determining the activity concentrations needed to establish the ACI for cement-based materials on unground samples introduces a new field of radiological research on actual cement, mortar and concrete materials.


2014 ◽  
Vol 875-877 ◽  
pp. 177-182 ◽  
Author(s):  
Xiang Li ◽  
Hua Quan Yang ◽  
Ming Xia Li

The hydration degree of fly ash and the calcium hydroxide (CH) content were measured. Combined with the equilibrium calculation of cement hydration, a new method for assessment of the hydration degree of cement in the fly ash-cement (FC) pastes based on the CH content was developed. The results reveal that as the fly ash content increase, the hydration degree of fly ash and the CH content decrease gradually; at the same time, the hydration degree of cement increase. The hydration degree of cement in the FC pastes containing a high content of fly ash (more than 35%) at 360 days is as high as 80%, even some of which hydrates nearly completely. The effect of water-cement ratio to the hydration degree of cement in the FC pastes is far less distinct than that of the content of fly ash.


2017 ◽  
Vol 100 ◽  
pp. 398-412 ◽  
Author(s):  
Ricardo Serpell ◽  
Franco Zunino

1985 ◽  
Vol 93 ◽  
pp. 601-604 ◽  
Author(s):  
Štefan Slanička ◽  
Ján Madej ◽  
Doris Jakubeková

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