Effect of Cementitious Capillary Crystalline Waterproofing (CCCW) Materials on the Frost Resistance of Panel Concrete (PC): Experiment and Mechanism
Source abstract
Abstract
Cementitious capillary crystalline waterproofing (CCCW) materials are a type of rigid waterproofing materials. In this study, the effect of CCCW materials on the frost resistance of panel concrete (PC) has been investigated to solve the problem of concrete freeze–thaw damage in cold regions. Experiments were conducted to test the influence of different contents of CCCW materials on the apparent damage, compactness, strength and permeability of concrete; Results showed that after freeze–thaw cycles, the mass loss of concrete mixed with CCCW materials was relatively small, and the reduction rate of RDME, ultrasonic velocity, and splitting tensile strength of concrete decreased, indicating that its frost resistance was improved. The improvement effect was most significant when the CCCW materials content was 2%; When the content of CCCW materials becomes larger (> 2%), the microhardness of concrete decreases, and the pore structure becomes looser compared to low content, this phenomenon is consistent with the microstructure shown in the SEM images. Based on the complexation–precipitation reaction, this paper proposed the mechanism of CCCW materials on the frost resistance of concrete in freeze–thaw environment. And used the two parameters Weibull distribution, a freeze–thaw damage model was established with the splitting tensile strength of concrete as the indicator. Furthermore, this study proposed a theoretical model of ultrasonic velocity in concrete with CCCW materials, and the predicted value of this model has a small error compared to test data.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Building materials and conservation · Concrete and Cement Materials Research
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
College of Hydraulic and Environmental Engineering, and Hubei Key Laboratory of Construction and Management in Hydropower Engineering, China Three Gorges University, Yichang 443002, China.
Yangtze River Survey, Planning, Design and Research Co., Ltd., Wuhan 430014, China.
References (49)
Show source-provided references
1. 1) Abaza, A. O. and Aboueid, M. A., (2018). “Use of steel fiber reinforced rubberized concrete for roadway intersections in cold regions: Alaska.” Journal of Transportation Engineering, Part B: Pavements, 144(4), 04018048.10.1061/JPEODX.0000077 ↗
2. 2) Aosaka, Y., Tsutsui, S. and Miki, T., (2023). “Study on mix proportion design procedure for super-high cementitious RCC with stone powder replacement.” Journal of Advanced Concrete Technology, 21(3), 123-135.10.3151/jact.21.123 ↗
3. 3) Bayraktar, A. and Kartal, M. E., (2010). “Linear and nonlinear response of concrete slab on CFR dam during earthquake.” Soil Dynamics and Earthquake Engineering, 30(10), 990-1003.10.1016/j.soildyn.2010.04.010 ↗
4. 4) Carrasco, E. V. M., Rodrigues, E. V., Ribeiro, G. O., Queiroz, G. and De Paula, F. A., (2012). “Ultimate compressive strength of enveloped laminar concrete panels.” Construction and Building Materials, 27(1), 375-381.10.1016/j.conbuildmat.2011.07.034 ↗
5. 5) Cheng, Y. H., Sun, L., Li, Y. J., Liu, M. X. and He, R. X., (2023). “Damage model of steel fiber-reinforced coal gangue concrete under freeze–thaw cycles based on Weibull distribution.” Materials, 16(20), 6775.10.3390/ma16206775 ↗
6. 6) Deng, Z. D., Min, J. W., Jin, J. F., Liu, S. Y. and Wei, J. H., (2024). “The macro-meso damage model for jointed rock mass under the sequential effects of freeze–thaw cycles and compressive shear load.” Computers and Geotechnics, 174, 106644.10.1016/j.compgeo.2024.106644 ↗
7. 7) Fujishima, M., Miura, T. and Kawabata, Y., (2023). “Stress-bearing mechanism of concrete damaged by delayed ettringite formation under compressive stress with various loading patterns.” Journal of Advanced Concrete Technology, 21(4), 294-306.10.3151/jact.21.294 ↗
8. 8) Gong, F. Y. and Jacobsen, S., (2018). “Modeling of water transport in highly saturated concrete with wet surface during freeze/thaw.” Cement and Concrete Research, 115, 294-307.10.1016/j.cemconres.2018.08.013 ↗
9. 9) Gong, F. Y., Sicat, E., Zhang, D. W. and Ueda, T., (2015). “Stress analysis for concrete materials under multiple freeze-thaw cycles.” Journal of Advanced Concrete Technology, 13(3), 124-134.10.3151/jact.13.124 ↗
10. 10) Gong, F. Y., Stefan, J., Li, P. F., Wang, Z., Koichi, M. and Marcin, K., (2022). “Modeling of path-dependent phase change in sorption and freezing of pore water for cementitious materials.” Journal of Building Engineering, 57, 104969.10.1016/j.jobe.2022.104969 ↗
11. 11) Gong, F. Y., Zhang, D. W., Sicat, E. and Ueda, T., (2013). “Empirical estimation of pore size distribution in cement, mortar, and concrete.” Journal of Materials in Civil Engineering, 26(7), 04014023.10.1061/(ASCE)MT.1943-5533.0000945 ↗
12. 12) Guan, X., Chen, J. X., Qiu, J. S. and Gao, Y., (2020). “Damage evaluation method based on ultrasound technique for gangue concrete under freezing–thawing cycles.” Construction and Building Materials, 246, 118437.10.1016/j.conbuildmat.2020.118437 ↗
13. 13) Hu, X. Y., Xiao, J., Zhang, Z. D., Wang, C. H., Long, C. Y. and Dai, L., (2022). “Effects of CCCW on properties of cement-based materials: A review.” Journal of Building Engineering, 50, 104184.10.1016/j.jobe.2022.104184 ↗
14. 14) Kanazawa, T., Nakamura, T., Sakaguchi, J. and Kawaguchi, K., (2022). “Flexural analysis combined with freeze-thaw depth for reinforced concrete beams and columns.” Journal of Advanced Concrete Technology, 20(1), 18-29.10.3151/jact.20.18 ↗
15. 15) Kuang, Y. C. and Ou, J. P., (2008). “Experiment and research on self repairing of concrete by osmotic crystallization.” Journal of Railway Science and Engineering, 01, 6-10. (in Chinese)
16. 16) Li, G. Y., Huang, X. F., Jiang, X. and Zhang, X. Y., (2019). “Activated chemicals of cementitious capillary crystalline waterproofing materials and their self-healing behaviour.” Construction and Building Materials, 200, 36-45.10.1016/j.conbuildmat.2018.12.093 ↗
17. 17) Li, P. and Chen, F., (2016). “Research on the self-healing of cementitious capillary crystalline waterproofing material.” China Sciencepaper, 02, 141-145. (in Chinese)
18. 18) Luo, X. and Wei, J., (2006). “The correlation between concrete strength and damage evolution in freeze–thaw cycles.” Journal of Huazhong University of Science and Technology, 34(1), 98-100. (in Chinese)
19. 19) Ogata, H., Otsuka, M., Hyodo, M. and Ikadatsu, H., (2023). “Effects of lime-based expansion material and freeze-thaw cycles on air-void blockage in concrete.” Journal of Advanced Concrete Technology, 21(12), 1008-1019.10.3151/jact.21.1008 ↗
20. 20) Oskouei, A. V., Nazari, R. and Khaneghahi, M. H., (2020). “Laboratory and in situ investigation of the compressive strength of CFRD concrete.” Construction and Building Materials, 242, 118166.10.1016/j.conbuildmat.2020.118166 ↗
21. 21) Pang, J. W., (2015). “Experiment and research on permeable crystallization self-healing materials of concrete.” Tunnel Construction, 35(S2), 32-36. (in Chinese)
22. 22) Roig-Flores, M., Moscato, S. and Serna, P., (2015). “Self-healing capability of concrete with crystalline admixtures in different environments.” Construction and Building Materials, 86, 1-11.10.1016/j.conbuildmat.2015.03.091 ↗
23. 23) Tan, Y., Zhao, B., Yu, J. T., Xiao, H. L., Xiong, L. and Jian, M., (2023). “Effect of cementitious capillary crystalline waterproofing materials on the mechanical and impermeability properties of engineered cementitious composites with microscopic analysis.” Polymers, 15(4), 1013.10.3390/polym15041013 ↗
24. 24) Wang, B. X., Pan, J. J., Fang, R. C. and Wang, Q., (2020). “Damage model of concrete subjected to coupling chemical attacks and freeze–thaw cycles in saline soil area.” Construction and Building Materials, 242, 118205.10.1016/j.conbuildmat.2020.118205 ↗
25. 25) Wang, C. H., Xiao, J., Long, C. Y. and Zhang, Q. H., (2023). “Influences of the joint action of sulfate erosion and cementitious capillary crystalline waterproofing materials on the hydration products and properties of cement-based materials: A review.” Journal of Building Engineering, 68, 106061.10.1016/j.jobe.2023.106061 ↗
26. 26) Wang, K. L., Zhen, C. T. and Xu, S.J., (2012). “Repair performance of permeable crystalline materials on concrete crack width.” China Concrete and Cement Products, 01, 21-23. (in Chinese)
27. 27) Wang, L., He, T. S. and Liu, Z. T., (2021). “The influence of fiber type and length on the cracking resistance, durability and pore structure of face slab concrete.” Construction and Building Materials, 282, 122706.10.1016/j.conbuildmat.2021.122706 ↗
28. 28) Wang, R. J., Cao, Z. L., Li, Y. and Shi, Q., (2022). “The influence of fiber on salt frost resistance of hydraulic face slab concrete.” Structural Concrete, 24(1), 521-535.10.1002/suco.202100870 ↗
29. 29) Wang, Y. Z., Liu, Z., Fu, K., Li, Q. M. and Wang, Y. C., (2020). “Experimental studies on the chloride ion permeability of concrete considering the effect of freeze–thaw damage.” Construction and Building Materials, 236, 117556.10.1016/j.conbuildmat.2019.117556 ↗
30. 30) Wei, J., Li, B. and Zhao, X. L., (2003). “Experimental studies of freeze-thaw durability of concrete.” Journal of Hunan City University, 24(6), 1-5. (in Chinese)
31. 31) Wen, L. F., (2014). “Application of CCCW material in the upstream face of roller compacted concrete dam.” Water Conservancy and Hydropower Construction, 01, 23-24. (in Chinese)
32. 32) Wen, L. F., Wu, L., Li, Y. L., Liu, Y. H., Zhou, H. and Li, B., (2022). “Quantitative study on the influence of alluvium foundation on the behavior of concrete face rockfill dam.” International Journal of Geomechanics, 22(9), 04022145.10.1061/(ASCE)GM.1943-5622.0002501 ↗
33. 33) Woo, S. K., Won. J. P. and Bae, D. S., (2016). “Enhanced durability performance of rock-filled-dam face-slab concrete using fly ash and blended PVA fiber.” Journal of the Korea Institute for Structural Maintenance and Inspection, 20(3), 140-148.10.11112/jksmi.2016.20.3.140 ↗
34. 34) Wu, J. X., Lu, G. D. and Lu, L. P., (2010). “Effect of Shenkebao permeable crystalline admixture material on chemical corrosion resistance and freeze–thaw cycle of concrete.” Jiangsu Building Materials, 02, 18-21. (in Chinese)
35. 35) Wu, Y., Jun, D., Shi, B. L. and Wu, B. Q., (2022). “The strength and elastic modulus of pervious concrete considering pore and fiber during freeze–thaw cycles.” Sustainability, 14(23), 16217.10.3390/su142316217 ↗
36. 36) Wu, Z. L., Zhang, J., Xu, W., Ding, Y., Ren, Q. F., Sun, Q. Q. and Zhu, Y. L., (2023). “Development of cementitious capillary crystalline waterproofing agents and durability study of concrete in the presence of chloride with sulfate in aqueous environment.” Journal of Building Engineering, 79, 107798.10.1016/j.jobe.2023.107798 ↗
37. 37) Xu, B., (2008). “Study on the application of cementitious capillary crystalline water-proofing materials on waterproofing concrete on bridge deck.” Thesis (Master’s). Chang’an University. (in Chinese)
38. 38) Xu, B., Zou, D. and Liu, H. B., (2012). “Three-dimensional simulation of the construction process of the Zipingpu concrete face rockfill dam based on a generalized plasticity model.” Computers and Geotechnics, 43, 143-154.10.1016/j.compgeo.2012.03.002 ↗
39. 39) Yan, W. J., Niu, F. H. and Tian, X. X., (2021). “Evaluation of freeze-thaw durability of silica fume concrete with spraying inorganic coating using ultrasonic testing.” Mathematical Problems in Engineering, 2021(1), 559861.10.1155/2021/5598611 ↗
40. 40) Yu, H. F., Ma, H. X. and Yan, K., (2017). “An equation for determining freeze–thaw fatigue damage in concrete and a model or predicting the service life.” Construction and Building Materials, 137, 104-116.10.1016/j.conbuildmat.2017.01.042 ↗
41. 41) Yu, H., (2012). “Failure mechanism of concrete dam induced from freezing and thawing in extremely frigid area.” Thesis (PhD). Dalian University of Technology. (in Chinese)
42. 42) Yu, J. Y., Li, W. L. and Guo, D. X., (2009). “Study of crack self-healing performance of concrete with CCCW.” China Building Waterproofing, 08, 14-16. (in Chinese)
43. 43) Zhang, C. C., Guang, X. C. and Lu, R. W., (2023). “Effect of cementitious capillary crystalline waterproof material on the various transport properties of cracked cementitious composites.” Construction and Building Materials, 365, 130138.10.1016/j.conbuildmat.2022.130138 ↗
44. 44) Zhang, J. K., Lu, X. C., Xiong, B. B., Chen, B. F., Tian, B., Cheng, H. J. and Li, Y. Q., (2024). “Study on the influence of temperature rise inhibitor on the early-age temperature field of moderate heat Portland cement (MHC) concrete.” Journal of Building Engineering, 97, 110810.10.1016/j.jobe.2024.110810 ↗
45. 45) Zhang, W. H., Pi, Y. L., Kong, W. P. and Zhang, Y. S., (2020). “Influence of damage degree on the degradation of concrete under freezing–thawing cycles.” Construction and Building Materials, 260, 119903.10.1016/j.conbuildmat.2020.119903 ↗
46. 46) Zhang, Y. T., Zuo, L., Yang, J. C., Cai, X. N., Zhao, Y. and Zeng, X. X., (2019a). “Effect of cementitious capillary crystalline waterproofing coating on the gas permeability of mortar.” Structural Concrete, 20(5), 1763-1770.10.1002/suco.201900016 ↗
47. 47) Zhang, Y. T., Zuo, L., Yang, J. C., Zhao, W. X. and Zeng, X. X., (2019b). “Influence of cementitious capillary crystalline waterproofing material on the water impermeability and microstructure of concrete.” Materials Science Forum, 4867, 209-214.10.4028/www.scientific.net/MSF.953.209 ↗
48. 48) Zhong, W. H. and Yao, W., (2007). “Influence of damage degree on self-healing of concrete.” Construction and Building Materials, 22, 1137-1142.10.1016/j.conbuildmat.2007.02.006 ↗
49. 49) Zhou, W., Chang, X. L., Zhou, C. B. and Liu, X. H., (2010). “Creep analysis of high concrete-faced rockfill dam.” International Journal for Numerical Methods in Biomedical Engineering, 26(11), 1477-1492.10.1002/cnm.1230 ↗