Technical Papers
Jun 18, 2023

Rheological Properties of Epoxy-Grouting Materials for Early Cracks of Cast-In-Situ Concrete on Bridge Deck

Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 9

Abstract

The rheological property of epoxy grout is related to whether the grouting material can completely fill the early cracks of the cast-in-situ concrete on the bridge deck. To reveal the rheological properties of epoxy grouting materials, epoxy grouting materials epoxy grouting material mixed with active diluent BGE (EP-I) and epoxy grouting material mixed with active diluent 1,4-BDE (EP-II) were prepared. The viscosity change of epoxy slurry with time under different diluent content was revealed. And the operational viscosity index was put forward to comprehensively evaluate the working characteristics of epoxy slurry with different diluents. Then, the gel time and groutability of two kinds of epoxy grout were compared and analyzed. Finally, the isothermal viscosity time-varying model of EP-I epoxy slurry was established. The results show that the viscosity of epoxy slurry decreases with the increase of diluent content, and the viscosity of epoxy slurry changes with time in the form of an exponential function. And the operational viscosity of EP-I epoxy slurry is significantly lower than that of EP-II, but its gel time was longer than that of EP-II. Both types of epoxy grout with 15% diluent can effectively fill the concrete early cracks (width 0.8 mm) within 10 min. Based on diffusion theory, single epoxy diluent butyl glycidyl ether (BGE) was more conducive to the penetration and diffusion of epoxy slurry. The isothermal viscosity time model of epoxy slurry can better reflect the relationship between viscosity and temperature, time. The goodness of fit between the model curve and the measured value is higher than 0.90, which has good reliability.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors would like to acknowledge was financially supported by Scientific Innovation Practice Project of Postgraduates of Chang’an University (300103722019) and Innovation Capability Support Program of Shaanxi (No. 2022TD-07).

References

Chen, J., X. A. Nie, Z. S. Liu, Z. Mi, and Y. H. Zhou. 2015. “Synthesis and application of polyepoxide cardanol glycidyl ether as biobased polyepoxide reactive diluent for epoxy resin.” ACS Sustainable Chem. Eng. 3 (6): 1164–1171. https://doi.org/10.1021/acssuschemeng.5b00095.
Chen, Q., C. H. Wang, Y. W. Li, L. Feng, and S. Huang. 2023. “Performance development of polyurethane elastomer composites in different construction and curing environments.” Constr. Build. Mater. 365 (Feb): 130047. https://doi.org/10.1016/j.conbuildmat.2022.130047.
China Building Materials Industry Association. 2007. Epoxy grouting resin for concrete crack. JC/T 1041-2007. Beijing: National Development and Reform Commission of the People’s Republic of China.
China Petroleum and Chemical Industry Association. 2018. Plastics—Epoxide resins—Determination of viscosity. GB/T 22314-2018. Beijing: Standardization Administration of China.
Cygan, P., and J. R. Laghari. 1990. “A review of electrical and thermal multistress aging models.” In Proc., Electrical Insulation, 1990. Conf. Record of the 1990 IEEE Int. Symp. on. IEEE. New York: IEEE. https://doi.org/10.1109/ELINSL.1990.109698.
Dagdag, O., R. Hsissou, Z. Safi, O. Hamed, S. Jodeh, R. Haldhar, C. Vrrma, E. E. Ebenso, A. El Bachiri, and M. El Gouri. 2022. “Viscosity of epoxy resins based on aromatic diamines, glucose, bisphenolic and bio-based derivatives: A comprehensive review.” J. Polym. Res. 29 (5): 200. https://doi.org/10.1007/s10965-022-03040-3.
Deng, H. Y., Z. Q. Wang, and T. Wei. 2016. “Grout diffusion theory based on CW epoxy grout’s time—Varying characteristics of viscosity.” [In Chinese.] J. Yangtze River Sci. Res. Inst. 33 (5): 121–124.
Editorial Department of China Journal of highway and Transport. 2020. “Review on China’s pavement engineering research 2020.” [In Chinese.] China J. Highway Transp. 33 (10): 1–66. https://doi.org/10.19721/j.cnki.1001-7372.2020.10.001.
ElSafty, A., M. K. Graeff, G. El-Gharib, A. Abdel-Mohti, and N. Mike Jackson. 2016. “Analysis, prediction, and case studies of early-age cracking in bridge decks.” Int. J. Adv. Struct. Eng. 8 (2): 193–212. https://doi.org/10.1007/s40091-016-0123-z.
Fu, Y. B., X. L. Wang, S. Z. Zhang, and Y. Yang. 2019. “Modelling of permeation grouting considering grout self-gravity effect: Theoretical and experimental study.” Adv. Mater. Sci. Eng. 2019 (Nov): 1. https://doi.org/10.1155/2019/7968240.
Goushis, R., and K. M. Mini. 2022. “Effectiveness of polymeric and cementitious materials to secure cracks in concrete under diverse circumstances.” Int. J. Adhes. Adhes. 114 (Apr): 103099. https://doi.org/10.1016/j.ijadhadh.2022.103099.
Hong, I. K., Y. S. Yoon, and S. B. Lee. 2012. “Selection of thinner for epoxy type resins for neon transformer housing.” J. Ind. Eng. Chem. 18 (6): 1997–2003. https://doi.org/10.1016/j.jiec.2012.05.018.
Kan, Y. C., M. G. Lee, and H. W. Lee. 2021. “Experimental investigation of mode-I fracture toughness of real-cracked concrete repaired by epoxy.” Constr. Build. Mater. 293 (Jul): 123490. https://doi.org/10.1016/j.conbuildmat.2021.123490.
Khalina, M., M. H. Beheshty, and A. Salimi. 2019. “The effect of reactive diluent on mechanical properties and microstructure of epoxy resins.” Polym. Bull. 76 (8): 3905–3927. https://doi.org/10.1007/s00289-018-2577-6.
Kurbatov, V. G., T. A. Pugacheva, G. V. Malkov, M. S. Krasikova, I. V. Golikov, and A. A. Il’in. 2020. “Effect of active diluents on properties of epoxy compounds and coatings based on them.” Russ. J. Appl. Chem. 93 (Sep): 1340–1348. https://doi.org/10.1134/S1070427220090050.
Laidler, K. J. 1984. “The development of the Arrhenius equation.” J. Chem. Educ. 61 (6): 494–498. https://doi.org/10.1021/ed061p494.
Li, C., M. H. Liu, Z. Y. Liu, M. L. Qing, and G. Wang. 2014. “DSC and curing kinetics of epoxy resin using cyclohexanediol diglycidyl ether as active diluents.” J. Therm. Anal. Calorim. 116 (Apr): 411–416. https://doi.org/10.1007/s10973-013-3471-y.
Li, Y., X. F. Liu, and J. Q. Li. 2017. “Experimental study of retrofitted cracked concrete with FRP and nanomodified epoxy resin.” J. Mater. Civ. Eng. 29 (5): 04016275. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001810.
Lu, Y. F., C. H. Wang, X. C. Wang, Z. T. Fan, and X. D. Xiao. 2022. “Environmental adaptability of epoxy grouting Materials for micro cracks in cast-in-place cement concrete for bridge deck.” [In Chinese.] Mater. Rep. 36 (1): 84–90.
Maiorana, A., L. Yue, I. Manas-Zlcczower, and R. Gross. 2016. “Structure-property relationships of a bio-based reactive diluent in a bio-based epoxy resin.” J. Appl. Polym. Sci. 133 (45): 43635. https://doi.org/10.1002/app.43635.
Ozgul, E. O., and M. H. Ozkul. 2018. “Effects of epoxy, hardener, and diluent types on the workability of epoxy mixtures.” Constr. Build. Mater. 158 (Jan): 369–377. https://doi.org/10.1016/j.conbuildmat.2017.10.008.
Peleg, M. 2018. “Temperature-viscosity models reassessed.” Crit. Rev. Food Sci. Nutr. 58 (15): 2663–2672. https://doi.org/10.1080/10408398.2017.1325836.
Rudawska, A., and M. Frigione. 2022. “Effect of diluents on mechanical characteristics of epoxy compounds.” Polymers 14 (11): 2277. https://doi.org/10.3390/polym14112277.
Saliah, S. N. M., N. M. Nor, N. Abd Rahman, S. Abdullah, and M. S. Tahir. 2021. “Evaluation of severely damaged reinforced concrete beam repaired with epoxy injection using acoustic emission technique.” Theor. Appl. Fract. Mech. 112 (12): 102890. https://doi.org/10.1016/j.tafmec.2020.102890.
Su, Z. H., Z. Q. Wang, D. Zhang, and T. Wei. 2019. “Study on rheological behavior and surface properties of epoxy resin chemical grouting material considering time variation.” Materials 12 (20): 3277. https://doi.org/10.3390/ma12203277.
Subramaniam, K. V. L. 2016. “Identification of early-age cracking in concrete bridge decks.” J. Perform. Constr. Facil. 30 (6): 04016054. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000915.
Wang, C. H., Z. T. Fan, C. H. Li, H. J. Zhang, and X. D. Xiao. 2021. “Preparation and engineering properties of low-viscosity epoxy grouting materials modified with silicone for microcrack repair.” Constr. Build. Mater. 290 (Jul): 123270. https://doi.org/10.1016/j.conbuildmat.2021.123270.
Wang, C. H., L. L. Niu, H. J. Zhang, X. D. Xiao, and Z. S. Liu. 2022a. “Working performance and composition optimization of low-viscosity epoxy grouting material for cast-in-place cement concrete.” J. Mater. Civ. Eng. 34 (9): 04022196. https://doi.org/10.1061/(ASCE)MT.1943-5533.0004355.
Wang, C. H., D. Zhang, H. Y. Chen, X. D. Xiao, and Z. S. Liu. 2022b. “Preparation and properties of silicon-modified epoxy grouting material for repairing microcracks.” J. Mater. Civ. Eng. 34 (3): 04021479. https://doi.org/10.1061/(ASCE)MT.1943-5533.0004118.
Wang, W. Z., W. Q. Zhao, J. J. Zhang, and J. H. Zhou. 2020. “Epoxy-based grouting materials with super-low viscosities and improved toughness.” Constr. Build. Mater. 267 (1): 121104. https://doi.org/10.1016/j.conbuildmat.2020.121104.
Wright, J. R., F. Rajabipour, J. A. Laman, and A. Radlinska. 2014. “Causes of early age cracking on concrete bridge deck expansion joint repair sections.” Adv. Civ. Eng. 2014 (Jan): 1. https://doi.org/10.1155/2014/103421.
Ye, F., N. Qin, X. Liang, X. Gao, and K. C. Ying. 2022. “Displacement infiltration diffusion model of power-law grout as backfill grouting of a shield tunnel.” Eur. J. Environ. Civ. Eng. 26 (5): 1820–1833. https://doi.org/10.1080/19648189.2020.1735524.
Zhang, L. Z., R. A. Yu, Q. S. Zhang, R. T. Liu, H. J. Feng, and Y. T. Chu. 2022. “Permeation grouting diffusion mechanism of quick setting grout.” Tunnelling Underground Space Technol. 124 (Jun): 104449. https://doi.org/10.1016/j.tust.2022.104449.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 9September 2023

History

Received: Sep 6, 2022
Accepted: Jan 6, 2023
Published online: Jun 18, 2023
Published in print: Sep 1, 2023
Discussion open until: Nov 18, 2023

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Zhentong Fan [email protected]
Ph.D. Candidate, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]
Chaohui Wang [email protected]
Professor, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China (corresponding author). Email: [email protected]
School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]
Master’s Candidate, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]
Master’s Candidate, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]

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