Investigation of the hydration kinetics and microstructure formation mechanism of fresh fly ash cemented filling materials based on hydration heat and volume resistivity characteristics
Source abstract
Abstract
Abstract Fly ash cemented filling materials (FCFM) have received a great deal of attention in recent years as more sustainable solutions to the large-scale utilization problems of fly ash and coal gangue. Based on the hydration heat and the volume resistivity characteristics, this study examined the changes in the fresh FCFM properties from the thermodynamic and electrical perspectives, which reflected the characteristics of the hydration kinetics and microstructure formation mechanism of the FCFM. The results showed that the hydration exothermic process of the FCFM exhibited a rapid reaction stage, an induction stage, an acceleration stage, a deceleration stage and a stable stage. Compared with cement, the mixture of fly ash and coal gangue resulted in a substantially lower hydration heat. The volume resistivity of the FCFM changed over time, initially increasing, then decreasing, then increasing again. The hydration kinetics of the FCFM could be described by three processes: nucleation and crystal growth (NG), interactions at the phase boundaries (I) and diffusion (D). The NG process dominated in the early stage of hydration, and the I and D processes gradually became dominant as the hydration degree increased. Compared with cement, changing the hydration kinetics required a higher degree of hydration in the mixture of fly ash and coal gangue. The improvement in the hydration reaction rate of FCFM due to additives was primarily reflected in the early hydration stage. The calculated data on the C-S-H gel content of the FCFM paste agreed well with the changes in the uniaxial compressive strength (UCS) and plane porosity over time. Remarkable negative correlations between the plane porosity and the UCS and between the plane porosity and the C-S-H gel content were found, along with a significant positive correlation between the C-S-H gel content and UCS. A microstructure formation mechanism model of the FCFM was constructed, and the hydration process of the filling material was divided into a dissolution period, a hydration period and a flocculated-structure formation and growth period. These findings provide new insights into the hydration kinetics and microstructure formation mechanism of fresh FCFM.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Concrete and Cement Materials Research · Recycling and utilization of industrial and municipal waste in materials production · Coal and Its By-products
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (65)
Show source-provided references
1. Standard Test Methods for Sampling and Testing Fly Ash or Natural Pozzolans for use in Portland-Cement Concrete
2. Standard Specification for coal Fly Ash and Raw or Calcined Natural Pozzolan for use
3. X-ray microtomography (μ-CT) to analyze the pore structure of a Portland cement composite based on the selection of different regions of interest10.1016/j.conbuildmat.2015.07.128 ↗
4. Nuclei growth model in kinetic analysis of cement hydration10.1016/0008-8846(86)90099-2 ↗
5. A review of the multi-component utilisation of coal fly ash10.1016/j.fuel.2012.03.024 ↗
6. Effects of nanosilica on the calcium silicate hydrates in Portland cement–fly ash systems
7. Chaube · 2005
8. A modeling method for a disaster chain–taking the coal mining subsidence chain as an example
9. Evolutionary trace for early hydration of cement paste using electrical resistivity method10.1016/j.conbuildmat.2016.03.127 ↗
10. Physic-mechanical properties of fly ash filling material at early age and its hydration process
11. Ghosh · 2003
12. Impact of amorphous micro silica on the C-S-H phase formation in porous calcium silicates10.1016/j.jnoncrysol.2017.11.051 ↗
13. Influence of sodium aluminate on cement hydration and concrete properties10.1016/j.conbuildmat.2014.04.089 ↗
14. Hydration kinetics of composite binder containing slag at different temperatures10.1007/s10973-015-4631-z ↗
15. Subsidence rules of underground coal mines for different soil layer thickness: Lu'an Coal Base as an example, China
16. Experimental Study on the Mechanical Properties of Paste-like Fill Material
17. Backfilling Technology of Substituting Waste and fly Ash for Coal Underground in China Coal Mining Area10.30638/eemj.2011.104 ↗
18. A model for the microstructure of calcium silicate hydrate in cement paste10.1016/S0008-8846(99)00209-4 ↗
19. On particle size distribution in cement hydration
20. A conceptual model of the cement hydration process10.1016/S0008-8846(00)00231-3 ↗
21. Degree of hydration and gel/space ratio of high-volume fly ash/cement systems10.1016/S0008-8846(00)00213-1 ↗
22. Compression Characteristics of Solid Wastes as Backfill Materials
23. Effects of Nanoalumina and Graphene Oxide on Early-Age Hydration and Mechanical Properties of Cement Paste10.1061/(ASCE)MT.1943-5533.0001926 ↗
24. Effects of particle size of crushed gangue backfill materials on surface subsidence and its application under buildings10.1007/s12665-017-6931-z ↗
25. Liang · 2007
26. Interpretation of the early Hydration Procedure of Standard Cement Materials by Electrodeless Resistivity Method
27. Study on the effect of chloride ion on the early age hydration process of concrete by a non-contact monitoring method10.1016/j.conbuildmat.2018.03.206 ↗
28. Contribution to the modeling of hydration and chemical shrinkage of slag-blended cement at early age10.1016/j.conbuildmat.2013.02.022 ↗
29. Hydration process and crack tendency of concrete based on resistivity and restrained shrinkage crack10.1007/s11595-016-1485-6 ↗
30. Navi · 1996
31. Estimation of C-S-H content in a blended cement paste using water adsorption10.1016/S0008-8846(01)00454-9 ↗
32. Effect of fly ash on Portland cement systems
33. A novel early-age shrinkage measurement method based on non-contact electrical resistivity and FBG sensing techniques10.1016/j.conbuildmat.2017.08.141 ↗
34. Alternative by-product based binders for cemented mine backfill: Recipes optimisation using Taguchi method10.1016/j.mineng.2011.12.010 ↗
35. Excavated soil waste as fine aggregate in fly ash based geopolymer mortar10.1016/j.clay.2017.05.038 ↗
36. Effect of bottom ash at different ratios on hydraulic transportation of fly ash during mine fill10.1016/j.powtec.2017.04.025 ↗
37. A Raman Study of the Sulfated Cement Hydrates: Ettringite and Monosulfoaluminate10.3151/jact.5.299 ↗
38. Enhancing the interfacial bond strength of cement nanocomposite with carbonate nanostructure10.1016/j.compositesb.2017.05.057 ↗
39. New cements for the 21st century: the pursuit of an alternative to Portland cement10.1016/j.cemconres.2011.03.016 ↗
40. Aqueous aluminates, silicates, and aluminosilicates10.1039/cs9942300319 ↗
41. Taylor, W, H.F., 1997. Cement Chemistry2nd Ed. Thomas Telford.10.1680/cc.25929 ↗
42. A model for two types of calcium silicate hydrate in the microstructure of Portland cement pastes10.1016/S0008-8846(00)00257-X ↗
43. Trend and characteristics of atmospheric emissions of Hg, as, and Se from coal combustion in China, 1980–200710.5194/acp-10-11905-2010 ↗
44. Improving compressive strength of fly ash-based geopolymer composites by basalt fibers addition10.1016/j.ceramint.2016.01.014 ↗
45. Development of a kinetic model for hydration of cement
46. Effect of w/c and temperature on the early-stage hydration heat development in Portland-limestone cement10.1016/j.conbuildmat.2013.09.020 ↗
47. Quantitative coal characterisation by means of microfocus X-ray computer tomography, colour image analysis and back-scattered scanning electron microscopy10.1016/S0166-5162(01)00006-4 ↗
48. A multi-phase kinetic model to simulate hydration of slag–cement blends10.1016/j.cemconcomp.2010.03.006 ↗
49. Interpretation of hydration process of cement-based materials using resistivity measurement
50. Research on Adsorption effect of High volume Fly Ash Paste using Electrical Resistivity Method
51. Coupling temperature, cement hydration and rheological behaviour of fresh cemented paste backfill10.1016/j.mineng.2012.11.011 ↗
52. Microcalorimetric test and analysis of hydration heat of fly ash paste-filling material
53. New Understanding of Cement Hydration Mechanism through Electrical Resistivity Measurement and Microstructure Investigations10.1061/(ASCE)0899-1561(2009)21:8(368) ↗
54. Heavy coal combustion as the dominant source of particulate pollution in Taiyuan, China, corroborated by high concentrations of arsenic and selenium in PM1010.1016/j.scitotenv.2006.07.004 ↗
55. The geopolymerisation of alumino-silicate minerals10.1016/S0301-7516(99)00074-5 ↗
56. Effect of fly ash on the microstructure of cement mortar10.1007/BF02472942 ↗
57. Non-destructive characterization of coal samples from China using microfocus X-ray computed tomography10.1016/j.coal.2009.08.001 ↗
58. Influences of fly ash and fluorgypsum on the hydration heat and compressive strength of cement10.1007/s10973-011-1651-1 ↗
59. A comprehensive review on the applications of coal fly ash10.1016/j.earscirev.2014.11.016 ↗
60. Experimental and Mechanistic Research on Enhancing the Strength and Deformation Characteristics of Fly-Ash-Cemented filling Materials Modified by Electrochemical Treatment10.1021/acs.energyfuels.7b03113 ↗
61. Hydration monitoring of cement-based materials with resistivity and ultrasonic methods10.1617/s11527-008-9363-0 ↗
62. Surface subsidence control theory and application to backfill coal mining technology10.1007/s12665-015-4133-0 ↗
63. Hydration kinetics of cementitious materials composed of red mud and coal gangue10.1007/s12613-016-1341-x ↗
64. Theory and technique of greening mining integrating mining, separating and backfilling in deep coal resources
65. The environmental characteristics of usage of coal gangue in bricking-making: a case study at Huainan, China10.1016/j.chemosphere.2013.09.004 ↗