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Utilization of Bottom Ash from Power Plants as Backfill Material for Surface Coal Mines with Enhanced Carbon Dioxide Capture and Storage Capabilities

Utilization of Bottom Ash From Power Plants as Backfill Material for Surface Coal Mines With Enhanced Carbon Dioxide Capture and Storage Capabilities

Original Research ArticleJan 16, 2026Online First Articles https://doi.org/10.55003/cast.2026.267791

Abstract

In response to the growing need for sustainable mine reclamation, this study investigates the use of bottom ash, a byproduct of coal or lignite combustion, as a component in backfill materials for surface mining. The study focuses on evaluating the CO2 absorption capacity and mechanical strength properties of mixtures containing varying ratios of bottom ash and smectite. Composite backfill material strength was assessed through unconfined compressive strength (UCS) and direct shear tests. The mixture with a bottom ash to smectite ratio of 30:70 exhibited the highest UCS across all moisture levels, with a peak value of 139 kPa at 10% water content. At this condition, the mixture also showed a cohesion of 17.06 kPa, an internal friction angle of 31.2°, and a shear strength of 25.32 kPa. Based on these results, samples at 10% water content were selected for CO2 absorption testing across different bottom ash–smectite ratios. The 10:90 ratio demonstrated the highest CO2 absorption capacity at 3.16 mg/g, with a decreasing trend observed as the proportion of bottom ash increased. These findings suggest that bottom ash–smectite mixtures can be optimized to achieve both pit wall stability and enhanced carbon sequestration, supporting their use as sustainable backfill materials in mine reclamation.

bottom ash
mine backfill material
CO2 absorption
waste utilization
lignite byproducts
surface coal mines

How to Cite

Pongsena, P. ., Buaphian, M. ., Srisuk, N. ., Mansanit, B. ., Masniyom, M. ., Khangkhamano, M. ., & Saoanunt, N. . (2026). Utilization of Bottom Ash from Power Plants as Backfill Material for Surface Coal Mines with Enhanced Carbon Dioxide Capture and Storage Capabilities. Current Applied Science and Technology, e0267791. https://doi.org/10.55003/cast.2026.267791

References

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  • ASTM. (2007). Standard test method for particle-size analysis of soils (ASTM D422-63). ASTM International. https://doi.org/10.1520/D0422-63R07
  • ASTM. (2010a). Standard test method for unconfined compressive strength of cohesive soil (ASTM D2166-06). ASTM International. https://doi.org/10.1520/D2166-06
  • ASTM. (2010b). Standard practice for classification of soils for engineering purposes (Unified Soil Classification System) (ASTM D2487-06). ASTM International. https://doi.org/10.1520/D2487-06
  • ASTM. (2017). Standard test method for laboratory determination of water (moisture) content of soil and rock by mass (ASTM D2216-98). ASTM International. https://doi.org/10.1520/D2216-98

Author Information

Pintunicha Pongsena

Department of Mining and Materials Engineering, Faculty of Engineering, Prince of Songkla University, Songkhla, Thailand

Matika Buaphian

Department of Mining and Materials Engineering, Faculty of Engineering, Prince of Songkla University, Songkhla, Thailand

Nutdanai Srisuk

Department of Mining and Materials Engineering, Faculty of Engineering, Prince of Songkla University, Songkhla, Thailand

Bunlang Mansanit

Department of Mining and Materials Engineering, Faculty of Engineering, Prince of Songkla University, Songkhla, Thailand

Manoon Masniyom

Department of Mining and Materials Engineering, Faculty of Engineering, Prince of Songkla University, Songkhla, Thailand

Matthana Khangkhamano

Department of Mining and Materials Engineering, Faculty of Engineering, Prince of Songkla University, Songkhla, Thailand

Naruemol Saoanunt

In response to the growing need for sustainable mine reclamation, this study investigates the use of bottom ash, a byproduct of coal or lignite combustion, as a component in backfill materials for surface mining. The study focuses on evaluating the CO2 absorption capacity and mechanical strength properties of mixtures containing varying ratios of bottom ash and smectite. Composite backfill material strength was assessed through unconfined compressive strength (UCS) and direct shear tests. The mixture with a bottom ash to smectite ratio of 30:70 exhibited the highest UCS across all moisture levels, with a peak value of 139 kPa at 10% water content. At this condition, the mixture also showed a cohesion of 17.06 kPa, an internal friction angle of 31.2°, and a shear strength of 25.32 kPa. Based on these results, samples at 10% water content were selected for CO2 absorption testing across different bottom ash–smectite ratios. The 10:90 ratio demonstrated the highest CO2 absorption capacity at 3.16 mg/g, with a decreasing trend observed as the proportion of bottom ash increased. These findings suggest that bottom ash–smectite mixtures can be optimized to achieve both pit wall stability and enhanced carbon sequestration, supporting their use as sustainable backfill materials in mine reclamation.

About this Article

Journal

Online First Articles

Type of Manuscript

Original Research Article

Published

16 January 2026