Experimental Study on Carbonation of Cement-Based Materials in Underground Engineering
Abstract
:1. Introduction
2. Materials and Methods
2.1. Materials
2.2. Mixture Design and Sample Preparation
2.3. Accelerated Carbonation Test Method
- (1)
- The tops and bottoms of the standard cylindrical samples were sealed with dissolved paraffin to ensure the radial movement of the carbonation.
- (2)
- The samples of group WB were placed in the bottom of the vessel and deionized water was injected into the vessel. The water surface was 50 mm from the stainless-steel shelf, and the samples of group HA were placed on the stainless-steel shelf as shown in Figure 1. The samples of group AI were placed in an atmospheric environment.
- (3)
- Before CO2 gas injection, the vessel was vacuumed to the −1 bar by a vacuum pump. The CO2 pressure in the vessel was then controlled by a gas regulator, and kept at a required constant level. Keeping the room temperature constant at 20 ± 5 °C, the samples of group AI were in the same laboratory environment.
- (4)
- We checked the value of the pressure gauge and the temperature of the laboratory regularly, and changed the water every five days.
2.4. Measurement of Carbonation Depth
2.5. Phase Changing Monitoring
2.6. Energy Dispersive Spectroscopy (EDS)
2.7. Quantitative Analysis of the Pore Structure
3. Results
3.1. Visual Inspection and Carbonation Depth
3.2. X-ray Diffraction Pattern Analysis
3.3. Thermogravimetric-Differential Thermal Analysis (TG-DTA)
3.4. Energy Dispersive Spectroscopy (EDS) Analysis
3.5. Quantitative Analysis of the Pore Structure
4. Discussion
5. Conclusions
- (1)
- In the saturated-humidity environment, the carbonation depth increases with exposure time, which changes greatly, while in the water-immersion environment, the carbonation depth changes little with exposure time. However, the water-immersion environment will cause degradation of the cement-based materials.
- (2)
- The color of the non-carbonation region is dark, and that of the carbonation region is gray in the water-immersion and saturated-humidity environments, while there is no dark-colored region in the atmospheric environment. This is mainly due to adequate moisture, which promotes the continued hydration of cement; thus, in the saturated-humidity and water-immersion environments, the cement has a greater degree of hydration.
- (3)
- The content of the carbonation product CaCO3 is higher in the water-immersion and saturated-humidity environments than in the atmospheric environment. In the water-immersion environment, CO2 continues to react with the carbonation product CaCO3 to produce soluble Ca (HCO3)2, which results in a lower content of CaCO3 in the water immersion environment than in the saturated-humidity environment. Therefore, in the water-immersion environment, carbonation will cause decalcification of the cement-based materials, which leads to a significant decrease of the Ca/Si ratio in these materials, ultimately destroying the structural stability of cement-based materials.
- (4)
- In the water-immersion and saturated-humidity environments, the number of small pores in the cement-based materials is greater than in the atmospheric environment. The number of pores of all the pore radii in the water-immersion environment exceeds that in the saturated-humidity environment, and the pore volume and average pore size are also greater than in the saturated-humidity environment. Thus, the water-immersion environment will aggravate the further development and expansion of the pores, resulting in the increased permeability and reduced strength of cement-based materials.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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Mineral Composition | SiO2 | Albite (Na0.98Ca0.02) (Al1.02Si2.98O8) | Microcline Maximum (KAlSi3O8) |
---|---|---|---|
Mass Fraction/% | 74.66 | 7.27 | 18.07 |
Group | T1 (°C) | T2 (°C) | CaCO3 (%) |
---|---|---|---|
AI | 658.91 | 736.58 | 9.47 |
WB | 645.69 | 741.74 | 13.91 |
HA | 640.96 | 747.23 | 15.58 |
Spectrum | C | O | Mg | Al | Si | Ca | Fe |
---|---|---|---|---|---|---|---|
1 | 8.58 | 54.54 | 1.25 | 3.90 | 6.57 | 25.16 | |
2 | 12.28 | 47.23 | 3.17 | 4.83 | 12.61 | 19.29 | 0.59 |
3 | 8.72 | 47.82 | 0.40 | 6.62 | 21.72 | 14.72 | |
4 | 15.19 | 50.13 | 5.81 | 18.30 | 10.57 | ||
5 | 15.07 | 51.83 | 2.80 | 3.54 | 9.42 | 17.34 | |
6 | 8.81 | 45.30 | 6.98 | 9.41 | 29.50 | ||
Max | 15.19 | 54.54 | 3.17 | 6.98 | 21.72 | 29.50 | 0.59 |
Min | 8.58 | 45.30 | 0.00 | 3.54 | 6.57 | 10.57 | 0.00 |
Average | 11.44 | 49.48 | 1.27 | 5.28 | 13.01 | 19.43 | 0.10 |
Spectrum | C | O | Mg | Al | Si | Ca | Fe |
---|---|---|---|---|---|---|---|
1 | 54.56 | 45.44 | |||||
2 | 6.83 | 49.94 | 4.56 | 10.95 | 20.24 | 4.16 | 3.32 |
3 | 17.73 | 56.98 | 4.77 | 7.5 | 11.19 | 1.83 | |
4 | 9.44 | 39.32 | 11.19 | 32.91 | 7.14 | ||
5 | 10.01 | 40.06 | 3.48 | 11.42 | 27.41 | 7.62 | |
6 | 5.64 | 56.82 | 9.48 | 24.57 | 3.49 | ||
7 | 45.4 | 54.6 | |||||
Max | 17.73 | 56.98 | 4.77 | 11.42 | 54.6 | 7.62 | 3.32 |
Min | 0 | 39.32 | 0 | 0 | 11.19 | 0 | 0 |
Average | 7.09 | 49.01 | 1.83 | 7.22 | 30.91 | 3.46 | 0.47 |
Spectrum | C | O | Mg | Al | Si | Ca | Fe |
---|---|---|---|---|---|---|---|
1 | 9.51 | 44.34 | 5.65 | 6.74 | 18.77 | 8.58 | 6.41 |
2 | 19.08 | 46.12 | 15.56 | 19.24 | |||
3 | 21.96 | 57.42 | 9.75 | 10.87 | |||
4 | 10.51 | 37.28 | 4.63 | 22.53 | 25.05 | ||
5 | 15.08 | 62.5 | 3.5 | 9.71 | 9.21 | ||
6 | 13.41 | 52.44 | 4.66 | 29.49 | |||
7 | 10.13 | 53.38 | 3.85 | 5.24 | 27.4 | ||
Max | 21.96 | 62.50 | 5.65 | 6.74 | 22.53 | 29.49 | 6.41 |
Min | 9.51 | 37.28 | 0 | 0 | 4.66 | 8.58 | 0 |
Average | 14.24 | 50.50 | 0.81 | 2.67 | 12.32 | 18.55 | 0.92 |
Group | Specific Surface Area (m2·g−1) a | Total Pore Volume (cm3·g−1) b | Relative Pressure (P/P0) c | Average Pore Radius (nm) d |
---|---|---|---|---|
AI | 23.6899 | 0.0671 | 0.9882 | 5.6623 |
WB | 32.2924 | 0.0787 | 0.9884 | 4.8736 |
HA | 35.3504 | 0.0681 | 0.9883 | 3.8546 |
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Zheng, J.; Zeng, G.; Zhou, H.; Cai, G. Experimental Study on Carbonation of Cement-Based Materials in Underground Engineering. Materials 2022, 15, 5238. https://0-doi-org.brum.beds.ac.uk/10.3390/ma15155238
Zheng J, Zeng G, Zhou H, Cai G. Experimental Study on Carbonation of Cement-Based Materials in Underground Engineering. Materials. 2022; 15(15):5238. https://0-doi-org.brum.beds.ac.uk/10.3390/ma15155238
Chicago/Turabian StyleZheng, Jun, Gang Zeng, Hui Zhou, and Guanghua Cai. 2022. "Experimental Study on Carbonation of Cement-Based Materials in Underground Engineering" Materials 15, no. 15: 5238. https://0-doi-org.brum.beds.ac.uk/10.3390/ma15155238