A platform for research: civil engineering, architecture and urbanism
The Effects of Colemanite and Ulexite Additives on the Geotechnical Index Properties of Bentonite and Sand-Bentonite Mixtures
Abstract Bentonite-sand mixtures are generally used in landfill liners. The properties of bentonite-sand mixtures should not change by time. For that reason, it is necessary to improve the properties of bentonites and bentonite-sand mixtures. In this study, the boron minerals namely colemanite and ulexite were added to the bentonite and bentonite-sand mixtures in order to improve their consistency limits and compaction characteristics. The boron additives were added 5, 10, 15, 20% to the bentonite and the liquid limits and plastic limits were determined. The boron additives were added to the 10% bentonite + 90% sand and 20% bentonite + 80% sand mixtures and compaction characteristics were determined in the presence of colemanite and ulexite. As the ulexite ratio increased, the liquid limit value decreased, but as the colemanite ratio increased, the liquid limit value increased. The 20% ulexite and colemanite addition, decreased the liquid limit values of bentonite 8.4% and 13.8%, respectively. As the concentration of boron additives increase, the optimum water content of the mixtures increases. This effect is more significant at 10% bentonite + 90% sand. As ulexite and colemanite content increases the maximum dry unit weight of the bentonite-sand mixtures increase. The effect is more significant at the colemanite additive and at 10% bentonite + 90% sand mixture.
The Effects of Colemanite and Ulexite Additives on the Geotechnical Index Properties of Bentonite and Sand-Bentonite Mixtures
Abstract Bentonite-sand mixtures are generally used in landfill liners. The properties of bentonite-sand mixtures should not change by time. For that reason, it is necessary to improve the properties of bentonites and bentonite-sand mixtures. In this study, the boron minerals namely colemanite and ulexite were added to the bentonite and bentonite-sand mixtures in order to improve their consistency limits and compaction characteristics. The boron additives were added 5, 10, 15, 20% to the bentonite and the liquid limits and plastic limits were determined. The boron additives were added to the 10% bentonite + 90% sand and 20% bentonite + 80% sand mixtures and compaction characteristics were determined in the presence of colemanite and ulexite. As the ulexite ratio increased, the liquid limit value decreased, but as the colemanite ratio increased, the liquid limit value increased. The 20% ulexite and colemanite addition, decreased the liquid limit values of bentonite 8.4% and 13.8%, respectively. As the concentration of boron additives increase, the optimum water content of the mixtures increases. This effect is more significant at 10% bentonite + 90% sand. As ulexite and colemanite content increases the maximum dry unit weight of the bentonite-sand mixtures increase. The effect is more significant at the colemanite additive and at 10% bentonite + 90% sand mixture.
The Effects of Colemanite and Ulexite Additives on the Geotechnical Index Properties of Bentonite and Sand-Bentonite Mixtures
Alpaydın, Şükran Gizem (author) / Yukselen-Aksoy, Yeliz (author)
2018-01-01
4 pages
Article/Chapter (Book)
Electronic Resource
English
Geotechnical behaviour of sand-sodium bentonite mixtures
British Library Conference Proceedings | 1997
|Geotechnical behaviour of sand-sodium bentonite mixtures
British Library Conference Proceedings | 1997
|Influence of Thermal Cycles on the Volume Change of Ulexite Added Sand-Bentonite Mixtures
Springer Verlag | 2023
|Geotechnical characteristics of kaolin-bentonite mixtures
British Library Conference Proceedings | 1998
|Physical-radiation shielding properties of concrete contains colemanite and ulexite
SAGE Publications | 2021
|