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Ettringite

About: Ettringite is a research topic. Over the lifetime, 2702 publications have been published within this topic receiving 67056 citations. The topic is also known as: woodfordite.


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01 Jan 1998
TL;DR: In this article, a synthesis of the literature relating to the formation, structure, analysis, and characterization of ettringite from a variety of sources including hydration of portland cement, calcium aluminates, expansive cements, rapid-set cements and coal combustion byproducts, and laboratory synthetic processes is presented.
Abstract: This report constitutes a synthesis of the literature relating to the formation, structure, analysis, and characterization of ettringite from a variety of sources including hydration of portland cement, calcium aluminates, expansive cements, rapid-set cements, hydration of fly ash and coal combustion by-products, and laboratory synthetic processes. The major focus of the review is on the formation and properties of oxyanion-substituted ettringites. Substituted ettringite structures generally contain oxyanions of amphoteric heavy metals such as chromium, boron, arsenic, and selenium. Such amphoteric metals, under the elevated pH conditions of hydrating portland cement, usually will form water-soluble oxyanion species such as chromate. However, it has been established that the ettringite structure can accommodate many such heavy metals oxyanions in place of the usual sulfate anion, and will thus exhibit a very high degree of insolubility at those pH values where heavy metal water-soluble oxyanions will readily be subjected to water leaching.

35 citations

Journal ArticleDOI
TL;DR: In this paper, mine tailings waste was stabilized using a combination of lime, fly ash type "C", and aluminum, which resulted in the formation of a solid monolith capable of producing more than 1,000 kPa of unconfined compressive strength, and reduced tailings permeability to 1.96×10-6 cm s-1.
Abstract: In this study, mine tailings waste was stabilized using a combination of lime, fly ash type "C", and aluminum. Treated samples were subjected to mineral identification for evaluating the formation of ettringite and gypsum. Also, unconfined compression, hydraulic conductivity, and cyclic freeze and thaw tests were performed to evaluate the hydro-mechanical properties of the stabilized samples. Experimental results have shown that the application of lime and fly ash type "C" to high sulfate content tailings has improved its plasticity, workability, and volume stability. Moreover, upon addition of aluminum to lime and fly ash in a sulfate-rich environment, ettringite and calcium sulfo-aluminate hydrate are formed in these samples. Application of 5% lime, 10% fly ash type "C", in combination with 110 ppm aluminum, resulted in the formation of a solid monolith capable of producing more than 1,000 kPa of unconfined compressive strength, and reduced tailings permeability to 1.96×10–6 cm s–1, which is less than the recommended permeability of 10–5 cm s–1 by most environmental protection agencies for reusability of solidified/stabilized samples. The permeability of the treated tailings samples remained below the recommended permeability, even after exposing the treated samples to 12 freeze and thaw cycles. Therefore, based on the experimental results, it is concluded that treatment of high sulfate-content tailings with lime and fly ash, combined with the availability of aluminum for reactions, is a successful method of solidifying highly reactive mine tailings.

35 citations

Journal ArticleDOI
TL;DR: In this article, the authors used sulfoaluminate cement (SAC) as the main matrix material for the solidification of simulated radioactive borate liquid waste and showed that the main hydrate of SAC improved the matrix strength and reduced the leachability.

35 citations

Journal ArticleDOI
TL;DR: The results show that the leachable Zn concentrations in the stabilised soil are well below the corresponding hazardous waste management regulatory limit after the curing time of 14 days and the soil pH and unconfined compressive strength of the stabilisation soil increase with curing time.

35 citations

Journal ArticleDOI
Qian Huang1, Chong Wang1, Changhui Yang1, Limin Zhou1, Jiqiang Yin1 
TL;DR: In this paper, the electrical pulse was used as an external electrical field to accelerate the penetration of sulfate ions into the mortars and resulted in more ettringite and gypsum formed, leading to a greater depth of reaction.

35 citations


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Performance
Metrics
No. of papers in the topic in previous years
YearPapers
2023244
2022439
2021175
2020161
2019166
2018143