Synergetic Influence of Microcrystalline Quartz and Alkali Content in Aggregate on Deterioration of Concrete Railroad Ties Used for 15 Years in High-Speed Railways
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Abstract
Abstract This study investigated the deteriorations of precast prestressed concrete (PSC) ties that were used for 15 years in high-speed railways in Korea and its damaging mechanism. The collected PSC ties with longitudinal cracks on sides and map cracks on surfaces exhibited strength degradation. The deteriorations were likely related to alkali-silica reaction (ASR) and delayed ettringite formation (DEF) together, given that the presence of massive ettringite crystals and the decomposition of ASR gel were found from microstructural analyses. Although there were no typical reactive siliceous aggregates for ASR in this study, ASR cracks were generated in the PSC ties. This is because the aggregates in the PSC ties with cracks were potentially reactive, and its high alkali-silica reactivity was likely attributable to the presence of microcrystalline quartz, supplying reactive SiO2 to trigger ASR. Furthermore, the alkali content in aggregates was associated with the deterioration of the PSC ties. The alkali-bearing minerals in aggregates (i.e., alkali feldspars) likely supplied enough alkalis for ASR. Besides, micas in aggregates could promote ASR due to their porous structure, which helps easy water ingress.
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OpenAlex topics: Concrete and Cement Materials Research · Innovative concrete reinforcement materials · Concrete Properties and Behavior
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References (35)
Show source-provided references
1. Alaejos, P., & Lanza, V. (2012). Influence of equivalent reactive quartz content on expansion due to alkali silica reaction. Cement and Concrete Research, 42(1), 99–104. https://doi.org/10.1016/j.cemconres.2011.08.00610.1016/j.cemconres.2011.08.006 ↗
2. Allmann, R., & Hinek, R. (2007). The introduction of structure types into the Inorganic Crystal Structure Database ICSD. Acta Crystallographica Section a: Foundations of Crystallography, 63(5), 412–417. https://doi.org/10.1107/S010876730703808110.1107/S0108767307038081 ↗
3. Bae, Y., Bae, J. H., Kim, M. C., & Jang, S. Y. (2018). Flexural Strength of cracked prestressed concrete sleepers used on Gyeongbu high speed line. Journal of the Korean Society for Railway, 21(9), 900–915. https://doi.org/10.7782/JKSR.2018.21.9.90010.7782/JKSR.2018.21.9.900 ↗
4. Benisek, A., Dachs, E., & Kroll, H. (2010). A ternary feldspar-mixing model based on calorimetric data: Development and application. Contributions to Mineralogy and Petrology, 160(3), 327–337. https://doi.org/10.1007/s00410-009-0480-810.1007/s00410-009-0480-8 ↗
5. (CEN), E. C. for S. (2009). Railway applications-track-concrete sleepers and bearers part 2: Prestressed monoblock sleepers.
6. Constantiner, D., & Diamond, S. (2003). Alkali release from feldspars into pore solutions. Cement and Concrete Research, 33(4), 549–554. https://doi.org/10.1016/S0008-8846(02)01001-310.1016/S0008-8846(02)01001-3 ↗
7. Gabrovšek, R., Vuk, T., & Kaučič, V. (2006). Evaluation of the hydration of Portland cement containing various carbonates by means of thermal analysis. Acta Chimica Slovenica, 53, 159–165.
8. Grattan-Bellew, P. E., & Beaudoin, J. J. (1980). Effect of phlogopite mica on alkali-aggregate expansion in concrete. Cement and Concrete Research, 10(6), 789–797. https://doi.org/10.1016/0008-8846(80)90007-110.1016/0008-8846(80)90007-1 ↗
9. Gruskovnjak, A., Lothenbach, B., Winnefeld, F., Figi, R., Ko, S.-C., Adler, M., & Mäder, U. (2008). Hydration mechanisms of super sulphated slag cement. Cement and Concrete Research, 38(7), 983–992. https://doi.org/10.1016/j.cemconres.2008.03.00410.1016/j.cemconres.2008.03.004 ↗
10. Gruskovnjak, A., Lothenbach, B., Winnefeld, F., Münch, B., Figi, R., Ko, S.-C., et al. (2011). Quantification of hydration phases in supersulfated cements: Review and new approaches. Advances in Cement Research, 23(6), 265–275. https://doi.org/10.1680/adcr.2011.23.6.26510.1680/adcr.2011.23.6.265 ↗
11. Hime, W. G. (1996). Delayed ettringite formation-A concern for precast concrete? PCI Journal, 41(4), 26–30. https://doi.org/10.15554/pcij.07011996.26.3010.15554/pcij.07011996.26.30 ↗
12. Ho, D. W. S., Chua, C. W., & Tam, C. T. (2003). Steam-cured concrete incorporating mineral admixtures. Cement and Concrete Research, 33(4), 595–601. https://doi.org/10.1016/S0008-8846(02)01028-110.1016/S0008-8846(02)01028-1 ↗
13. International centre for diffraction data (ICDD). (2000). Swarthmore, Pa, 19081.
14. International Union of Railways. (2004). Design of monoblock concrete sleepers. International Union of Railways.
15. Jeon, D., Yum, W. S., Jeong, Y., & Oh, J. E. (2018). Properties of quicklime(CaO)-activated Class F fly ash with the use of CaCl2. Cement and Concrete Research, 111(May), 147–156. https://doi.org/10.1016/j.cemconres.2018.05.01910.1016/j.cemconres.2018.05.019 ↗
16. Jeong, Y., Park, H., Jun, Y., Jeong, J. H., & Oh, J. E. (2015). Microstructural verification of the strength performance of ternary blended cement systems with high volumes of fly ash and GGBFS. Construction and Building Materials, 95, 96–107. https://doi.org/10.1016/j.conbuildmat.2015.07.15810.1016/j.conbuildmat.2015.07.158 ↗
17. Kaewunruen, S., & Remennikov, A. M. (2006). Sensitivity analysis of free vibration characteristics of an in situ railway concrete sleeper to variations of rail pad parameters. Journal of Sound and Vibration, 298(1–2), 453–461. https://doi.org/10.1016/j.jsv.2006.05.03410.1016/j.jsv.2006.05.034 ↗
18. Koh, T., & Hwang, S. (2015). Field evaluation and durability analysis of an eco-friendly prestressed concrete sleeper. Journal of Materials in Civil Engineering, 27(7), B4014009. https://doi.org/10.1061/(ASCE)MT.1943-5533.000110910.1061/(ASCE)MT.1943-5533.0001109 ↗
19. Lide, D. R. (2004). CRC handbook of chemistry and physics (Vol. 85). CRC Press.
20. Locati, F., Marfil, S., Baldo, E., & Maiza, P. (2010). Na2O, K2O, SiO2 and Al2O3 release from potassic and calcic–sodic feldspars into alkaline solutions. Cement and Concrete Research, 40(8), 1189–1196. https://doi.org/10.1016/j.cemconres.2010.04.00510.1016/j.cemconres.2010.04.005 ↗
21. Ma, K., Long, G., & Xie, Y. (2017). A real case of steam-cured concrete track slab premature deterioration due to ASR and DEF. Case Studies in Construction Materials, 6, 63–71. https://doi.org/10.1016/j.cscm.2016.12.00110.1016/j.cscm.2016.12.001 ↗
22. Monteiro, P. (2006). Concrete: microstructure, properties, and materials. McGraw-Hill Publishing.
23. PANalytical, B. (2012). ’Pert HighScore Plus software, version 3.0 e. Almelo.
24. Rajabipour, F., Giannini, E., Dunant, C., Ideker, J. H., & Thomas, M. D. A. (2015). Alkali–silica reaction: Current understanding of the reaction mechanisms and the knowledge gaps. Cement and Concrete Research, 76, 130–146. https://doi.org/10.1016/j.cemconres.2015.05.02410.1016/j.cemconres.2015.05.024 ↗
25. Remennikov, A. M., & Kaewunruen, S. (2014). Experimental load rating of aged railway concrete sleepers. Engineering Structures, 76, 147–162. https://doi.org/10.1016/j.engstruct.2014.06.03210.1016/j.engstruct.2014.06.032 ↗
26. Sahu, S., & Thaulow, N. (2004). Delayed ettringite formation in Swedish concrete railroad ties. Cement and Concrete Research, 34(9), 1675–1681. https://doi.org/10.1016/j.cemconres.2004.01.02710.1016/j.cemconres.2004.01.027 ↗
27. Scrivener, K. L. (2004). Backscattered electron imaging of cementitious microstructures: Understanding and quantification. Cement and Concrete Composites, 26(8), 935–945. https://doi.org/10.1016/j.cemconcomp.2004.02.02910.1016/j.cemconcomp.2004.02.029 ↗
28. Shi, Z., Geng, G., Leemann, A., & Lothenbach, B. (2019). Synthesis, characterization, and water uptake property of alkali-silica reaction products. Cement and Concrete Research, 121, 58–71. https://doi.org/10.1016/j.cemconres.2019.04.00910.1016/j.cemconres.2019.04.009 ↗
29. Sims, I., & Nixon, P. (2003). RILEM recommended test method AAR-1: Detection of potential alkali-reactivity of aggregates—petrographic method. Materials and Structures, 36(7), 480–496. https://doi.org/10.1007/BF0248152810.1007/BF02481528 ↗
30. Tagnit-Hamou, A., Saric-Coric, M., & Rivard, P. (2005). Internal deterioration of concrete by the oxidation of pyrrhotitic aggregates. Cement and Concrete Research, 35(1), 99–107. https://doi.org/10.1016/j.cemconres.2004.06.03010.1016/j.cemconres.2004.06.030 ↗
31. Taylor, H. F. W. (1997). Cement chemistry (Vol. 2). Thomas Telford London.10.1680/cc.25929 ↗
32. Taylor, H. F. W., Famy, C., & Scrivener, K. L. (2001). Delayed ettringite formation. Cement and Concrete Research, 31(5), 683–693. https://doi.org/10.1016/S0008-8846(01)00466-510.1016/S0008-8846(01)00466-5 ↗
33. Thomas, M., Folliard, K., Drimalas, T., & Ramlochan, T. (2008). Diagnosing delayed ettringite formation in concrete structures. Cement and Concrete Research, 38(6), 841–847. https://doi.org/10.1016/j.cemconres.2008.01.00310.1016/j.cemconres.2008.01.003 ↗
34. Thun, H., Utsi, S., & Elfgren, L. (2008). Load carrying capacity of cracked concrete railway sleepers. Structural Concrete, 9(3), 153–161. https://doi.org/10.1680/stco.2007.0002410.1680/stco.2007.00024 ↗
35. Wang, K., Shah, S. P., & Mishulovich, A. (2004). Effects of curing temperature and NaOH addition on hydration and strength development of clinker-free CKD-fly ash binders. Cement and Concrete Research, 34(2), 299–309. https://doi.org/10.1016/j.cemconres.2003.08.00310.1016/j.cemconres.2003.08.003 ↗