Investigation of mechanical performance and voids structure of cement-stabilised macadam under freeze-thaw actions

References

• Arulrajah, A., et al., 2015. Modulus of rupture evaluation of cement stabilized recycled glass/recycled concrete aggregate blends. Construction and Building Materials, 84, 146–155.
   Web of Science ®Google Scholar
• ASTM C666/C666M-15, 2015. Standard test method for resistance of concrete to rapid freezing and thawing. West Conshohocken, PA: ASTM International.
   Google Scholar
• Bumanis, G., et al., 2018. Applicability of freeze-thaw resistance testing methods for high strength concrete at extreme −52.5 °C and standard −18 °C testing conditions. Case Studies in Construction Materials, 8, 139–149.
   Google Scholar
• Chen, J., et al., 2015. Investigation of microstructural damage in shotcrete under a freeze-thaw environment. Construction and Building Materials, 83, 275–282.
   Web of Science ®Google Scholar
• de Bruyn, K., et al., 2017. Pore structure of calcium sulfoaluminate paste and durability of concrete in freeze-thaw environment. International Journal of Concrete Structures and Materials, 11 (1), 59–68.
   Web of Science ®Google Scholar
• Fan, Y., et al., 2015. Effects of nano-kaolinite clay on the freeze-thaw resistance of concrete. Cement and Concrete Composites, 62, 1–12.
   Web of Science ®Google Scholar
• Farhan, A.H., et al., 2015. Flexural characteristics of rubberized cement-stabilized crushed aggregate for pavement structure. Materials and Design, 88, 897–905.
   Web of Science ®Google Scholar
• González, D.C., et al., 2021. Influence of air-entraining agent and freeze-thaw action on pore structure in high-strength concrete by using CT-scan technology. Cold Regions Science and Technology, 192, 103397. doi:10.1016/j.coldregions.2021.103397.
   Web of Science ®Google Scholar
• Jin, S., Zhang, J., and Huang, B, 2013. Fractal analysis of effect of air void on freeze-thaw resistance of concrete. Construction and Building Materials, 47, 126–130.
   Web of Science ®Google Scholar
• Johannesson, B, 2010. Dimensional and ice content changes of hardened concrete at different freezing and thawing temperatures. Cement and Concrete Composites, 32 (1), 73–83.
   Web of Science ®Google Scholar
• Kevern, J.T., Wang, K., and Schaefer, V.R, 2010. Effect of coarse aggregate on the freeze-thaw durability of pervious concrete. Journal of Materials in Civil Engineering, 22 (5), 469–475.
   Web of Science ®Google Scholar
• Khoury, N.N., and Zaman, M.M, 2007. Environmental effects on durability of aggregates stabilized with cementitious materials. Journal of Materials in Civil Engineering, 19 (1), 41–48.
   Web of Science ®Google Scholar
• Li, B., et al., 2019. Mesoscopic cracking model of cement-based materials subjected to freeze-thaw cycles. Construction and Building Materials, 211, 1050–1064.
   Web of Science ®Google Scholar
• Li, Y., et al., 2021. Mechanical properties and durability of cement-stabilised macadam incorporating waste foundry sand. International Journal of Pavement Engineering, 1–15. doi:10.1080/10298436.2021.2011278.
   Web of Science ®Google Scholar
• Luo, Q., et al., 2018. Microstructural damage characterization of concrete under freeze-thaw action. International Journal of Damage Mechanics, 27 (10), 1551–1568.
   Web of Science ®Google Scholar
• MOC of PRC, 2005. Test methods of aggregate for highway engineering. Ministry of Communications of the People’s Republic of China, JTG E42-2005. (in Chinese).
   Google Scholar
• MOC of PRC, 2009. Test methods of materials stabilized with inorganic binders for highway engineering. Ministry of Communications of the People’s Republic of China, JTG E51-2009. (in Chinese).
   Google Scholar
• Qiao, Y., Sun, W., and Jiang, J, 2015. Damage process of concrete subjected to coupling fatigue load and freeze/thaw cycles. Construction and Building Materials, 93, 806–811.
   Web of Science ®Google Scholar
• Rosa, M.G., et al., 2017. Freeze–thaw performance of fly ash–stabilized materials and recycled pavement materials. Journal of Materials in Civil Engineering, 29 (6), 1–13.
   Web of Science ®Google Scholar
• Rosenqvist, M., et al., 2015. A test method to assess the frost resistance of concrete at the waterline of hydraulic structures. Materials and Structures/Materiaux et Constructions, 48 (8), 2403–2415.
   Web of Science ®Google Scholar
• Şahin, Y., Akkaya, Y., and Taşdemir, M.A., 2021. Effects of freezing conditions on the frost resistance and microstructure of concrete. Construction and Building Materials, 270. doi:10.1016/j.conbuildmat.2020.121458.
   Web of Science ®Google Scholar
• Shang, H.S., and Song, Y.P, 2006. Experimental study of strength and deformation of plain concrete under biaxial compression after freezing and thawing cycles. Cement and Concrete Research, 36 (10), 1857–1864.
   Web of Science ®Google Scholar
• Shon, C.S., et al., 2018. Determination of air-void system and modified frost resistance number for freeze-thaw resistance evaluation of ternary blended concrete made of ordinary Portland cement/silica fume/class F fly ash. Cold Regions Science and Technology, 155, 127–136.
   Web of Science ®Google Scholar
• Tian, W., and Han, N, 2016. Evaluation of damage in concrete suffered freeze-thaw cycles by CT technique. Journal of Advanced Concrete Technology, 14 (11), 679–690.
   Web of Science ®Google Scholar
• Wang, D., et al., 2017a. Durability of concrete containing fly ash and silica fume against combined freezing-thawing and sulfate attack. Construction and Building Materials, 147, 398–406.
   Web of Science ®Google Scholar
• Wang, Y., et al., 2017b. Study on the dynamic compressive resilient modulus and frost resistance of semi-rigid base materials. Road Materials and Pavement Design, doi:10.1080/14680629.2017.1329880.
   Web of Science ®Google Scholar
• Wang, Y., et al., 2017c. Influence of emulsified asphalt on the mechanical property and microstructure of cement-stabilized gravel under freezing and thawing cycle conditions. Materials, 10, 5. doi:10.3390/ma10050504.
   Web of Science ®Google Scholar
• Wang, T., et al., 2018. Effects of cement content and grain-size composition on engineering properties of high-speed-railway macadam subgrade. Cold Regions Science and Technology, 145, 21–31.
   Web of Science ®Google Scholar
• Wang, T., et al., 2019. Freeze–thaw durability of cement-stabilized macadam subgrade and its compaction quality index. Cold Regions Science and Technology, 160, 13–20.
   Web of Science ®Google Scholar
• Wang, Y., et al., 2022. Analysis of freeze-thaw damage and pore structure deterioration of mortar by low-field NMR. Construction and Building Materials, 319, 126097. doi:10.1016/j.conbuildmat.2021.126097.
   Web of Science ®Google Scholar
• Xu, B., et al., 2019. Study on the antifreeze performance of porous cement stabilized macadam. Construction and Building Materials, 208 (8), 13–22.
   Google Scholar
• Yuan, J., et al., 2019. Salt-frost resistance performance of airfield concrete based on meso-structural parameters. Journal of Materials in Civil Engineering, 31, 9. doi:10.1061/(ASCE)mt.1943-5533.0002789.
   Web of Science ®Google Scholar
• Yuan, J., Wu, Y., and Zhang, J, 2018. Characterization of air voids and frost resistance of concrete based on industrial computerized tomographical technology. Construction and Building Materials, 168 (250), 975–983.
   Google Scholar
• Zhang, Y.Z., Du, Y.L., and Sun, B.C, 2015. Temperature distribution analysis of high-speed railway roadbed in seasonally frozen regions based on empirical model. Cold Regions Science and Technology, 114, 61–72.
   Web of Science ®Google Scholar
• Zhang, Y., Johnson, A.E., and White, D.J, 2016. Laboratory freeze-thaw assessment of cement, fly ash, and fiber stabilized pavement foundation materials. Cold Regions Science and Technology, 122, 50–57.
   Web of Science ®Google Scholar
• Zhang, K., Zhou, J., and Yin, Z, 2021. Experimental study on mechanical properties and pore structure deterioration of concrete under freeze–thaw cycles. Materials, 14, 21. doi:10.3390/ma14216568.
   Google Scholar
• Zou, Y., et al., 2022. Experimental study on microstructure evolution of aeolian sand concrete under the coupling freeze–thaw cycles and carbonation. European Journal of Environmental and Civil Engineering, 26 (4), 1267–1282.
   Web of Science ®Google Scholar