Application of sulfate ion fixation in internal sulfate attack: The gel containing barium salt
Source abstract
Abstract
Sulfate attack is one of the most important factors affecting the durability of concrete, and the corrosion sources of internal sulfate attack (ISA) mostly come from the raw materials of concrete. Adding corrosion resistance admixtures to concrete is one of the most effective ways to prevent internal sulfate attack. By wrapping barium salt with SA gel, the modified barium chloride admixture (MB) is obtained which can exist stably in concrete and release barium ions to form barium sulfate in a sulfate environment. The modified barium salt has little effect on the cement workability and hydration process and even can improve the mechanical properties slightly. When the MB content reaches 6% (MB-6), the strength improvement effect is most obvious. Compared with the P-0, the 7d compressive strength of MB-6 is increased by 9.14%, and the 28d compressive strength is increased by 5.77%. It can be seen by SEM that the amount and crystal size of ettringite in the cement mixed with admixtures are reduced. The corrosion resistance of the matrix can be further improved by using a modified barium chloride-silica fume composite admixture (MB-F). After 90 days of internal sulfate attack, the strength of the MB-F even improves slightly. When the modified barium chloride to silica fume ratio is 4:6, the cement-based material achieved the best resistance to internal sulfate attack. In addition to MB, which can make sulfate ions fixation and inhibit the formation of ettringite, silica fume can also consume calcium hydroxide and generate more C-S-H gel, which compacts the weak part of the matrix and greatly improves the resistance to internal sulfate attack of cement-based materials. It provides the possibility for the application of modified barium salt in external sulfate attack.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Concrete and Cement Materials Research · Innovative concrete reinforcement materials · Concrete Corrosion and Durability
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (41)
Show source-provided references
1. Coupled effect of relative humidity and temperature on the degradation of cement mortars partially exposed to sulfate attack[J]10.1016/j.conbuildmat.2019.05.001 ↗
2. Development of a durability indicator to forecast the efficiency of preventive measures against external sulphate attack[J]10.1016/j.cemconcomp.2023.105349 ↗
3. Effect of crystalline admixture and polypropylene microfiber on the internal sulfate attack in Portland cement composites due to pyrite oxidation[J]10.1016/j.conbuildmat.2021.125018 ↗
4. Effect of aggregate contamination with pyrite on reinforcement corrosion in concrete[J]10.1016/j.engfailanal.2020.105116 ↗
5. Iron sulfide-related internal sulfate attack: microstructure and mechanism[J]10.1680/jmacr.17.00231 ↗
6. Diffusion–reaction model for the internal sulfate attack in concrete[J]10.1016/j.conbuildmat.2015.10.177 ↗
7. Physical and microstructural aspects of iron sulfide degradation in concrete[J]10.1016/j.cemconres.2010.11.011 ↗
8. New kinetic model to quantify the internal sulfate attack in concrete[J]10.1016/j.cemconres.2012.09.010 ↗
9. Expansion of mortars with gypsum contaminated fine recycled aggregates[J]10.1016/j.conbuildmat.2012.09.059 ↗
10. The effect of aggregates with high gypsum content on the performance of ultra-high strength concretes and Portland cement mortars[J]10.1016/j.conbuildmat.2016.02.045 ↗
11. Ultrasonic and impact spectroscopy monitoring on internal sulphate attack of cement-based materials[J]. Materials & Design
12. Durability of mortars of white cement against sulfate attack in elevated temperatures[J]10.1016/j.conbuildmat.2012.06.050 ↗
13. Variation in the composition of C‐S‐H gel in Portland cement pastes cured at various temperatures[J]10.1111/j.1151-2916.1999.tb02230.x ↗
14. The microstructure of concrete cured at elevated temperatures[J]10.1016/0008-8846(95)00036-C ↗
15. Behavior of blended cement mortars exposed to sulfate solutions cycling in relative humidity[J]10.1016/j.cemconres.2004.05.032 ↗
16. Effect of pore structure on salt crystallization damage of cement-based materials: Consideration of w/b and nanoparticle use[J]10.1016/j.cemconres.2017.04.002 ↗
17. Nie J.K. Study of the degradation rule of hydraulic concrete materials under the action of multi-factor combined effects[D]. Zhengzhou: North China University of Water Resources and Electric Power, 2016.
18. Xiao · 2010
19. Effect of fly ash on resistance to sulfate attack of cement-based materials[C]
20. Experimental research of sulfate corrosion resistance of fresh concrete with fly ash[C]
21. The experimental research on the anti-corrosion performance of concrete with different mineral admixtures under sulfate and chloride environment[C]10.4028/www.scientific.net/AMM.638-640.1431 ↗
22. Experimental study on the effect of fly ash content in cemented paste backfill on its anti-sulfate erosion[J]10.1080/15435075.2020.1791877 ↗
23. Effects of fly ash microspheres on sulfate erosion resistance and chlorion penetration resistance in concrete[J]10.1007/s10973-019-08705-8 ↗
24. Improving the sulfate attack resistance of concrete by using supplementary cementitious materials (SCMs): A review[J]10.1016/j.conbuildmat.2021.122628 ↗
25. Physical and microstructural aspects of sulfate attack on ordinary and limestone blended Portland cements[J]10.1016/j.cemconres.2009.08.005 ↗
26. Long-term evolution of delayed ettringite and gypsum in Portland cement mortars under sulfate erosion[J]10.1016/j.conbuildmat.2008.03.002 ↗
27. Mechanism of sulfate attack: a fresh look: Part 1: summary of experimental results[J10.1016/S0008-8846(02)00724-X ↗
28. Effects of densified silica fume on microstructure and compressive strength of blended cement pastes[J]10.1016/S0008-8846(03)00100-5 ↗
29. Effect of type and dosage of silica fume on plastic shrinkage in concrete exposed to hot weather[J]10.1016/j.conbuildmat.2004.04.031 ↗
30. Ettringite decomposition in the presence of barium carbonate[J]10.1016/j.cemconres.2013.05.021 ↗
31. Resistance of concrete and mortar against combined attack of chloride and sodium sulphate [J]10.1016/j.cemconcomp.2014.06.013 ↗
32. Durability evaluation of cement exposed to combined action of chloride and sulphate ions at elevated temperature: The role of limestone filler [J]10.1016/j.conbuildmat.2016.07.134 ↗
33. The effect of chloride on cement mortar subjected to sulfate exposure at low temperature [J]10.1016/j.conbuildmat.2014.12.006 ↗
34. Sulfate resistance of limestone cement concrete exposed to combined chloride and sulfate environment at low temperature [J]10.1016/j.cemconcomp.2012.05.006 ↗
35. Cao Y.Z. Study on interaction mechanism of multiple erosive ions in cementitious materials under severe environment[D]. Nanjing: Southeast University, 2021.
36. GB/T 2419, 2005, Test method for fluidity of cement mortar. National Standard of the People’s Republic of China (in Chinese).
37. JGJ/T 70, 2009, Standard for test method of basic properties of construction mortar. Construction Industry Construction Standard of the People’s Republic of China (in Chinese).
38. Yu C. Degradation process and mechanism of cementitious materials subject to sulfate arrack[D]. Nanjing: Southeast University, 2013.
39. Study on the effectiveness of barium salt on sulfate corrosion resistance of concrete (in Chinese) [J]
40. The hydration of saline oil-well cement [J]10.1016/S0008-8846(96)00176-7 ↗
41. Effects and interactions of scouring abrasion and external sulfate attack on deterioration of lining concrete: Experiments and preliminary modeling [J]10.1016/j.conbuildmat.2023.132077 ↗