Depth evolution of mechanical properties of fugitive dust cemented by microbe cement based on carbon dioxide capture and utilisation
Source abstract
Abstract
Fugitive dust, which was cemented with microbe cement based on carbon dioxide capture and utilisation, was prepared and the evolution of mechanical properties over the sample depth was investigated. The microstructure of samples at different depths was analysed by X-ray diffraction, Fourier transform infrared spectroscopy and scanning electron microscopy. The calcite content and hardness of samples at different depths were also verified. Three-dimensional (3D) reconstruction evolution and cross-section evolution of porosity at different depths were demonstrated by X-ray computed tomography. The experimental results indicate that calcite could be formed at different depths with the use of microbe cement. Compared with the structure of the lower region of the sample, fugitive dust particles cemented with microbe cement in the upper region were found to be more dense, of lower porosity and with more calcite formed. The calcite content and hardness significantly decreased with an increase in sample depth: at 0, 5, 10, 15 and 20 mm, the respective calcite content was 10·51%, 8·32%, 4·93% and 1·70% and the hardness was 18·2 GPa, 17·1 GPa, 10·9 GPa and 3·6 GPa. 3D reconstructions and cross-section evolutions of porosity at different depths indicate that the inner structure of the sample was not uniform, with the structure of the upper region better than that of the sample bottom. With an increase in sample depth, pores and cracks in the cross-section significantly increased.
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Research context
OpenAlex topics: Coal Properties and Utilization · Combustion and Detonation Processes · Carbon Nanotubes in Composites
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
School of Materials Science and Engineering, Southeast University, Nanjing, People's Republic of China
Research Institute of Green Construction Materials, Southeast University, Nanjing, People's Republic of China
Research Institute of Green Construction Materials, Southeast University, Nanjing, People's Republic of China (corresponding author: )
References (22)
Show source-provided references
1. 10.1016/j.scitotenv.2010.04.02510.1016/j.scitotenv.2010.04.025 ↗
2. Bai XB · Journal of Shaanxi University of Technology · 2005 · 21 · 43
3. Chen L · Chinese Journal of Environmental Science · 2012 · 33 · 2197
4. 10.1016/j.minpro.2009.09.00310.1016/j.minpro.2009.09.003 ↗
5. Han F · Safety and Environmental Engineering · 2003 · 10 · 31
6. He JJ · Journal of Soil and Water Conservation · 2007 · 21 · 12
7. Jin LZ · Journal of Safety and Environment · 2007 · 7 · 109
8. Karin E · Journal of Materials in Civil Engineering · 2011 · 23 · 116310.1061/(ASCE)MT.1943-5533.0000282 ↗
9. Ma Q · Industrial Safety and Environmental Protection · 2014 · 40 · 61
10. 10.1016/j.cej.2011.11.05610.1016/j.cej.2011.11.056 ↗
11. Peng XL · Journal of Safety Science and Technology · 2005 · 1 · 44
12. Tan ZY · Acta Scientiae Circumstantiae · 2005 · 25 · 675
13. Wang YM · The Chinese Journal of Geological Hazard and Control · 2004 · 15 · 78
14. Xu XY · Journal of Soil and Water Conservation · 2005 · 19 · 62
15. 10.1016/j.ejbt.2015.11.00310.1016/j.ejbt.2015.11.003 ↗
16. Zhang ZH · Tsinghua Science and Technology · 2008 · 48 · 922
17. Zhang HJ · Science and Technology of Labour Protection · 2000 · 20 · 40
18. Zhang LD · New Chemical Materials · 2007 · 35 · 8
19. Zhang WA · Coal Chemical Industry · 2009 · 144 · 21
20. Zhao XY · Journal of Beijing University of Technology · 2007 · 33 · 1086
21. Zhao PS · Acta Scientiae Circumstantiae · 2009 · 29 · 1618
22. Zhou YF · Journal of Southwest Agricultural University · 2004 · 26 · 518