Durability of Marine Concrete with Nanoparticles under the Joint Effect of Dry–Wet Cycles, Erosion, and Carbonation
This article has been corrected.
VIEW CORRECTIONPublication: Journal of Materials in Civil Engineering
Volume 35, Issue 12
Abstract
This study aimed to investigate the durability performance of marine concrete incorporated with and under the joint effect of dry–wet cycles, erosion, and carbonation. Free content and carbonation depth were used as durability evaluation indexes of concrete with nanoparticles under the joint effect of the three factors. Scanning electron microscope (SEM), energy dispersive spectrometer (EDS), backscattered electrons (BSE), and X-ray diffraction (XRD) were used to analyze the morphology and phase composition of the concrete. The test results showed that the free content and carbonation depth of the concrete were significantly reduced after incorporating nanomaterials, indicating that nanomaterials improved the resistance of the concrete to erosion and carbonation under the joint effect of dry–wet cycles, erosion, and carbonation. Compared with plain concrete at 56 cycles, both nanomaterials showed the most significant improvement at a dosage of 1.8%, with a 20% and 37.5% reduction in free content and carbonation depth, respectively, for concrete, and 16.67% and 31.66% reduction, respectively, for concrete. The improvement effect of was better than that of , and the free content and carbonation depth of concrete were reduced by 3.33% and 5.84%, respectively, compared with those of concrete at the optimal dosage. The microscopic test results showed that incorporating nanomaterials promoted the hydration process of cement and refined the pore structure of the concrete, improving the durability of the concrete under the joint effect of dry–wet cycles, erosion, and carbonation.
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Data Availability Statement
All data that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
The authors are grateful for support from the National Natural Science Foundation of China (No. 52078109).
References
Chen, D. S., Y. P. Feng, J. Y. Shen, G. Sun, and J. Shi. 2022. “Experimental and simulation study on chloride diffusion in unsaturated concrete under the coupled effect of carbonation and loading.” Structures 43 (May): 1356–1368. https://doi.org/10.1016/j.istruc.2022.07.031.
Cheng, Y. Z., H. X. Zhong, and W. S. Yin. 2020. “Effect of calcium-silicon ratio of calcium silicate hydrate on its structure, zeta potential and adsorption capacity of superplasticizer.” [In Chinese.] Bull. Chin. Ceram. Soc. 39 (6): 1798–1804. https://doi.org/10.16552/j.cnki.issn1001-1625.2020.06.016.
Chindaprasirt, P., S. Rukzon, and V. Sirivivatnanon. 2008. “Effect of carbon dioxide on chloride penetration and chloride ion diffusion coefficient of blended portland cement mortar.” Constr. Build. Mater. 22 (8): 1701–1707. https://doi.org/10.1016/j.conbuildmat.2007.06.002.
Chinese Standard. 2016. Standard for test method of performance on ordinary fresh concrete. GB/T 50080. Beijing: Bureau of China Standards.
Chinese Standard. 2019. Standard for test methods of concrete physical and mechanical properties. GB/T 50081. Beijing: Bureau of China Standards.
Da, B., H. F. Yu, H. Y. Ma, and Z. Y. Wu. 2018. “Reinforcement corrosion research based on the linear polarization resistance method for coral aggregate seawater concrete in a marine environment.” Anti-Corros. Methods Mater. 65 (5): 458–470. https://doi.org/10.1108/ACMM-03-2018-1911.
Dang, V. Q., Y. Ogawa, P. T. Bui, and K. Kawai. 2021. “Effects of chloride ions on the durability and mechanical properties of sea sand concrete incorporating supplementary cementitious materials under an accelerated carbonation condition.” Constr. Build. Mater. 274 (Mar): 122016. https://doi.org/10.1016/j.conbuildmat.2020.122016.
Deng, H. Y. 2020. “Structure and properties of C-(A)-S-H with different calcium to silicon ratios and their interactions with erosion ions.” [In Chinese.] Ph.D. dissertation, Dept. of Water Resources and Hydropower Engineering, Wuhan Univ.
Fan, H. J. 2020. “Study on the mechanical properties and microstructure of concrete under the coupling action of chloride dry-wet cycle and carbonization.” [In Chinese.] New Build. Mater. 47 (5): 29–32. https://doi.org/CNKI:SUN:XXJZ.0.2020-05-009.
Fu, S. C. 2020. “Ceramic tile powder for ultra-high performance concrete and it’s modification mechanism.” [In Chinese.] Dissertation, Dept. of Architecture and Civil Engineering, East China Jiaotong Univ.
Gao, Y., J. Zhang, and W. Sun. 2012. “Concrete deformation and interior humidity during dry-wet cycles.” [In Chinese.] J. Tsinghua Univ. 52 (2): 144–149. https://doi.org/10.16511/j.cnki.qhdxxb.2012.02.009.
Hu, Y. J., and Y. L. Du. 2011. “Effect of mineral admixtures and water/binder ratios on the resistance to the chloride ions penetration into concrete.” Appl. Mech. Mater. 99–100 (Sep): 758–761. https://doi.org/10.4028/www.scientific.net/AMM.99-100.758.
Hua, Y.-T., S.-P. Yin, Y.-L. Yu, and S. Li. 2019. “Research on chloride diffusion and flexural behavior of beams strengthened with TRC subjected to dry-wet cycles.” Constr. Build. Mater. 229 (Dec): 116906. https://doi.org/10.1016/j.conbuildmat.2019.116906.
Huo, J. M., and Q. Ding. 2016. “Influences of nanometer materials on the anti-corrosion cycle performance of rubber recycled concrete.” [In Chinese.] China Concr. Cem. Prod. 5 (Sep): 27–31. https://doi.org/10.19761/j.1000-4637.2016.05.006.
Isfahani, F. T., E. Redaelli, F. Lollini, W. W. Li, and L. Bertolini. 2016. “Effects of nanosilica on compressive strength and durability properties of concrete with different water to binder ratios.” Adv. Mater. Sci. Eng. 2016 (Apr): 1–16. https://doi.org/10.1155/2016/8453567.
Ji, Y., J. Zhang, Q. Song, H. M. Zhu, and C. C. Shang. 2019. “Effect of nano- on concrete performance in bittern corrosion environment.” [In Chinese.] Bull. Chin. Ceram. Soc. 272 (5): 1425–1432. https://doi.org/10.16552/j.cnki.issn1001-1625.2019.05.021.
Kyu, J. I., Q. Abdul, W. B. Hun, Y. D. Ho, and K. H. Gi. 2022. “Effects of nano-silica and reactive magnesia on the microstructure and durability performance of underwater concrete.” Powder Technol. 398 (Jan): 116976. https://doi.org/10.1016/j.powtec.2021.11.020.
Lee, M. K., S. H. Jung, and B. H. Oh. 2013. “Effects of carbonation on chloride penetration in concrete.” ACI Mater. J. 110 (5): 559–566.
Li, C. Q., and K. F. Li. 2011. “Chloride ion transport in cover concrete under drying-wetting cycles: Theory, experiment and modeling.” [In Chinese.] Bull. Chin. Ceram. Soc. 253 (4): 581–589. https://doi.org/10.14062/j.issn.0454-5648.2010.04.028.
Li, G., Z. Zhuang, Y. J. Lv, K. J. Wang, and H. David. 2020. “Enhancing carbonation and chloride resistance of autoclaved concrete by incorporating .” Nanotechnol. Rev. 9 (1): 998–1008. https://doi.org/10.1515/ntrev-2020-0078.
Li, G. H., and B. Gao. 2007. “Effect of NM level on performance of the concrete in drying-wetting cycle in corrosive environment.” [In Chinese.] J. Chongqing Jiaotong Univ. 26 (2): 131–135. https://doi.org/10.3969/j.issn.1674-0696.2007.02.033.
Li, H., M. H. Zhang, and J. P. Ou. 2006. “Abrasion resistance of concrete containing nano-particles for pavement.” Wear 260 (11–12): 1262–1266. https://doi.org/10.1016/j.wear.2005.08.006.
Li, Y., M. Ba, J. Liu, and Z. He. 2017. “Resistance to chloride erosion of cement matrix composite materials under dry-wet cycling and their micro-structure changes.” [In Chinese.] Acta Materiae Compositae Sin. 34 (Dec): 2856–2865. https://doi.org/10.13801/j.cnki.fhclxb.20170407.001.
Lim, S., and P. Mondal. 2015. “Effects of incorporating nanosilica on carbonation of cement paste.” J. Mater. Sci. 50 (10): 3531–3540. https://doi.org/10.1007/s10853-015-8910-7.
Meng, F. C., X. D. Liu, and G. P. Xu. 2010. “Overall design of the main project of the Hong Kong-Zhuhai-Macao Bridge.” [In Chinese.] In Proc., 19th National Bridge Academic Conf., 21. Beijing: CRC Press.
Niu, D. T., and C. T. Sun. 2013. “Study on interaction of concrete carbonation and chloride corrosion.” [In Chinese.] Bull. Chin. Ceram. Soc. 41 (8): 1094–1099. https://doi.org/10.7521/j.issn.0454-5648.2013.08.11.
Pan, T., and E. Tutumluer. 2006. “Quantification of coarse aggregate surface texture using image analysis.” J. Test. Eval. 35 (2): 177–186. https://doi.org/10.1520/JTE100181.
Quercia, G., P. Spiesz, G. Hüsken, and H. J. H. Brouwers. 2014. “SCC modification by use of amorphous nano-silica.” Cem. Concr. Compos. 45 (Jan): 69–81. https://doi.org/10.1016/j.cemconcomp.2013.09.001.
Said, A. M., M. S. Zeidan, M. T. Bassuoni, and Y. Tian. 2012. “Properties of concrete incorporating nano-silica.” Constr. Build. Mater. 36 (1): 838–844. https://doi.org/10.1016/j.conbuildmat.2012.06.044.
Su, T., and B. Chen. 2020. “Comparation of concrete carbonization experiment methods in corrosive groundwater environment.” [In Chinese.] Bull. Chin. Ceram. Soc. 39 (10): 3090–3100. https://doi.org/10.16552/j.cnki.issn1001-1625.2020.10.003.
Suryavanshi, A. K., and R. N. Swamy. 1996. “Stability of Friedel’s salt in carbonated concrete structural elements.” Cem. Concr. Res. 26 (5): 729–741. https://doi.org/10.1016/S0008-8846(96)85010-1.
Vivek, D., K. S. Elango, P. K. Gokul, S. V. Ashik, D. C. V. B. Ajeeth, and S. Abimanyu. 2022. “Mechanical and durability studies of high performance concrete (HPC) with nano-silica.” Mater. Today Proc. 52 (Jan): 388–390. https://doi.org/10.1016/j.matpr.2021.09.068.
Wang, H. G. 2012. “Drying shrinkage and carbonation of pavement concrete with nano-particles.” [In Chinese.] Master thesis, Dept. of Civil Engineering, Northeast Forestry Univ.
Wang, Y. Y., D. H. Zeng, U. Tamon, Y. F. Fan, C. Li, and J. Y. Li. 2021. “Beneficial effect of nanomaterials on the interfacial transition zone (ITZ) of non-dispersible underwater concrete.” Constr. Build. Mater. 293 (Jul): 123472. https://doi.org/10.1016/j.conbuildmat.2021.123472.
Wu, X. H., and P. J. Yue. 2011. “Experimental study on chloride on penetration into recycled aggerate concrete.” [In Chinese.] J. Build. Mater. 14 (3): 381–384. https://doi.org/10.3969/j.issn.1007-9629.2011.03.018.
Yan, L., and Y. M. Xing. 2013. “Influence of nano- on mechanical properties and microstructure of steel fiber reinforced concrete after heating at high temperatures.” [In Chinese.] Acta Materiae Compositae Sin. 30 (3): 133–141. https://doi.org/10.13801/j.cnki.fhclxb.2013.03.034.
Ye, H. L., X. Y. Jin, C. Q. Fu, N. G. Jin, Y. B. Xu, and T. Huang. 2016. “Chloride penetration in concrete exposed to cyclic drying-wetting and carbonation.” Constr. Build. Mater. 112 (Apr): 457–463. https://doi.org/10.1016/j.conbuildmat.2016.02.194.
Ye, Q., Z. A. Zhang, and D. Y. Kong. 2007. “Influence of nano- addition on properties of hardened cement paste as compared with silica fume.” Constr. Build. Mater. 21 (May): 539–545. https://doi.org/10.1016/j.conbuildmat.2005.09.001.
Yu, L., and F. Xu. 2020. “Bilateral chloride diffusion model of nanocomposite concrete in marine engineering.” Constr. Build. Mater. 263 (Aug): 120634. https://doi.org/10.1016/j.conbuildmat.2020.120634.
Yu, R., P. Spiesz, and H. J. H. Brouwers. 2014. “Effect of nano-silica on the hydration and microstructure development of ultra-high performance concrete (UHPC) with a low binder amount.” Constr. Build. Mater. 65 (Aug): 140–150. https://doi.org/10.1016/j.conbuildmat.2014.04.063.
Yuan, C. F., D. T. Niu, and G. Z. Qi. 2012. “Experimental study on chloride penetration into concrete after carbonation under wet and dry cycle mechanism.” [In Chinese.] J. Xi’an Univ. Archit. Technol. 44 (3): 339–344. https://doi.org/10.3969/j.issn.1006-7930.2012.03.006.
Zhang, D., and Y. X. Shao. 2016a. “Early age carbonation curing for precast reinforced concretes.” Constr. Build. Mater. 113 (May): 134–143. https://doi.org/10.1016/j.conbuildmat.2016.03.048.
Zhang, D., and Y. X. Shao. 2016b. “Effect of early carbonation curing on chloride penetration and weathering carbonation in concrete.” Constr. Build. Mater. 123 (Mar): 516–526. https://doi.org/10.1016/j.conbuildmat.2016.07.041.
Zhang, M. H., and H. Li. 2011. “Pore structure and chloride permeability of concrete containing nano-particles for pavement.” Constr. Build. Mater. 25 (2): 608–616. https://doi.org/10.1016/j.conbuildmat.2010.07.032.
Zhang, M. H., and Y. Y. Sun. 2019. “Cl- penetration resistance of concrete with nano-particles under the action of dry-wet cycle.” [In Chinese.] J. Harbin Inst. Technol. 51 (8): 167–176. https://doi.org/10.11918/j.issn.0367-6234.201904097.
Zhang, M. H., R. H. Xu, K. Liu, and S. H. Sun. 2022. “Research progress on durability of marine concrete under the combined action of Cl- erosion, carbonation, and dry-wet cycles.” Rev. Adv. Mater. Sci. 61 (May): 622–637. https://doi.org/10.1515/rams-2022-0049.
Zheng, Y. L., J. Q. Zheng, and M. Zhang. 2010. “Experimental study on effect of concrete carbonation degrees on chloride diffusion coefficient.” [In Chinese.] J. Tongji Univ. 38 (3): 412–416. https://doi.org/10.3969/j.issn.0253-374x.2010.03.018.
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Received: Feb 8, 2023
Accepted: May 18, 2023
Published online: Sep 28, 2023
Published in print: Dec 1, 2023
Discussion open until: Feb 28, 2024
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