INFLUENCE OF THE RECIPES ON THE STRENGTH OF STRENGTH OF GEOPOLYMER COMPOUNDS WHEN CEMENTING LRW

Authors

DOI:

https://doi.org/10.15407/geotech2021.33.050

Keywords:

geopolymer binders, cementation, factorial experiment, imitation of liquid radioactive waste, compound, tensile strength.

Abstract

The influence of the composition of geopolymer binders (blast furnace slag, removal ash, liquid glass and KOH) on the properties, namely the com-pressive strength of the compounds formed during LRW cementation, is studied. To perform the work, compounds were made in which the masses of the components varied according to the plan of the factorial experiment in 23 - three factors on two levels. The factors chosen were: liquid glass, a mixture of slag with ash in a ratio of 1: 1 and potassium hydroxide. The mass of LRW imitation did not change in all experiments. The experiments were not duplicated, and the random error was assessed analytically. The calculations gave the equation that relates the compressive strength of the compounds to the mass of liquid glass, slag and ash, and potassium hydroxide. When constructing the equation, it was found that the variance of the batch of measurements by the Cochren's criterion is homogeneous, the coefficients of the equation by the Student's criterion are statistically signifi-cant, and the model (equation) by the Fisher criterion is adequate. The analysis of the equation showed that the strength limit is influenced by slag and ash, but the greatest influence is exerted by the pair interaction of liquid glass with ash and slag. The consequence of the interaction is the for-mation of a geopolymer network, which strengthens the compounds. The addition of potassium hydroxide reduces the strength of the samples due to excess potassium and sodium cations, for which there is no functional place (combination with Al atoms to change the electronic configuration to tetrahedral). For this case, an equation with a correlation coefficient R = 0.86 is obtained. The application of the method of steep ascent showed the possibility of increasing the strength limit by 1.5 times or more. In the future, it is planned to reduce the amount of ash in the binder or replace it with temperature-activated kaolin. Mechanical activation of the slag powder had a positive effect on increasing the compressive strength.

References

Поводження з радіоактивними відходами при експлуатації АЕС ДП «НАЕК «Енергоатом» URL: http://energoatom.kiev.ua/files/file/l.звіт._поводж._з_рав-2016-ilovepdf-compressed.pdf

ГОСТ Р 51883-2002 Отходы радиоактивные цементированные. Общие технические требования. Госстандарт России. Москва.: ИПК Издательство стандартов, 2002. 7 с. РД 306.4.008. 2004.

Кривенко П.В., Пушкарьова К.К., Гоц В.І., Ковальчук Г.Ю. Цементи та бетони на основі паливних зол і шлаків: Монографія .- Київ: видавництво ТОВ «ІПК Експрес-Поліграф», 2012. – 258с.

Davidovits J. Soft Mineralurgu and Geopolimers. In proceeding of Geopolimer 88 International Conference, The Universite de Technologie. Compiegne. Franse, 1988. pp. 49-56.

Глуховский В.Д. Грунтосиликаты, их свойства, технология изготовления и область применения: Автореферат дис. д.т.н. Киев, 1965. 6. Розко А.М. Межа міцності на стиск компаундів, отриманих при цементуванні високосольових борвміщуючих РРВ геополімерними зв’язуючими. Розко А.М., Федоренко Ю.Г., Ольховик Ю.О., Павлишин Г.П. Геохімія техногенезу. випуск 4(32), 2020, С. 96. 102.

ДСТУ БВ. 2.7 – 187: 2009. Цементи. Методи визначення міцності на згин і стиск

Новик Ф.С., Арсов Я. Б. Оптимизация процессов технологии металлов методами планирования экспериментов. М.; Машиностроение; София: Техника, 1980. 304с.

Большев Л.Н., Смирнов Н.В. Таблицы математической статистики. М: Наука, 1983. 416 с.

Published

2023-04-13