INORGANIC MATERIALS AND CERAMIC MATRIX COMPOSITES |
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Effect of Double Mineral Additives on Self-healing Performance of Cement Based Materials |
WANG Kai1, CHEN Fanyu2, CHANG Honglei3, ZUO Zhiwu1, LIU Jian3
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1 Shandong Expressway Group Co., Ltd, Jinan 250002, China 2 School of Civil Engineering, Shandong University, Jinan 250061, China 3 School of Qilu Transportation, Shandong University, Jinan 250002, China |
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Abstract In order to study the effect of double mineral additives on the early self-healing performance of cement-based materials, silica fume, meta-kaolin, quicklime, expansive agent and Na2CO3 were used to replace 10% (mass percent) cement by double mixing. The repair laws of nine kinds of specimens with double mixing ratio under immersion curing and standard curing environment were evaluated by crack observation and water permeability test, and the compressive strength test was conducted before and after water curing. The results show that with the extension of the repair time, the crack width and water permeability coefficient of the double-mixed specimens gradually decrease, and the repair effect under the water immersion environment is better than that under the standard curing environment; the crack repair rate of the specimens mixed with quicklime and silica fume or metakaolin respectively is better. The best effect is the specimens mixed with quicklime and metakaolin, and its 28 d crack repair rate can reach 100% and the water permeability recovery rate can reach 80% under water immersion environment in 28 d.The compressive strength of the specimens can be increased by 10%—30%, reaching 60%—80% of the strength of the undamaged specimens, and the strength improvement effect has a high correlation with the repair degree of crack width and permeability coefficient. The main repair products of the double-mixed specimens containing quicklime are calcium carbonate, calcium hydroxide and magnesium compounds. The repair products mixed with silica fume and metakaolin include calcium silicate hydrate, calcium aluminosilicate hydrate and some aluminum phase compounds.
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Published: 10 March 2022
Online: 2022-03-08
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Fund:Shandong Natural Science Foundation Youth Fund of Shandong Province of China (ZR2019QEE017), the National Natural Science Foundation Youth Fund of China (51908327) and Special Fund Support Project for Basic Research Business Fee of Shandong University (31560078614117). |
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1 Wu M, Johannesson B, Geiker M. Construction and Building Materials, 2012, 28(1), 571. 2 Tittelboom van K. Self-healing concrete through incorporation of encapsulated bacteria- or polymer-based healing agents. Ph.D. Thesis, Ghent University, Ghent, 2012. 3 Shi H S, Fang Z F. Journal of the Chinese Ceramic Society, 2004(1), 95(in Chinese). 施惠生, 方泽锋. 硅酸盐学报, 2004(1), 95. 4 Liu H B, Sheng X H, Tang W Q, et al. Concrete,2014(10),52(in Chinese). 刘红彬, 盛星汉, 唐伟奇,等. 混凝土, 2014(10), 52. 5 Wang X, Fang C, Li D,et al. Cement and Concrete Composites, 2018, 92, 216. 6 Zhou Z H, Li Z Q, Xu D Y,et al. Advanced Materials Research, 2001,306, 1020. 7 Huang H L, Ye G, Damidot D. Cement and Concrete Research, 2014, 60, 68. 8 Chen C L, Tu Q M, Ling Y Z. New Building Materials, 2008(4), 43(in Chinese). 陈昌礼, 屠庆模, 凌友志. 新型建筑材料, 2008(4), 43. 9 Rashad A M. Construction and Building Materials, 2013, 41, 303. 10 Wang X, Fang C, Li D, et al. Cement and Concrete Composites, 2018, 92, 216. 11 Chang H L, Chen F Y, Qu M Y, et al. Journal of Southeast University (Natural Science Edition), 2020, 50(6),27(in Chinese). 常洪雷, 陈繁育, 曲明月, 等. 东南大学学报(自然科学版), 2020, 50(6),27. 12 Liu S R, Yang J J, Wang Z Z, et al. China Concrete and Cement Pro-ducts, 2015(6), 1(in Chinese). 刘素瑞, 杨久俊, 王战忠, 等. 混凝土与水泥制品, 2015(6), 1. 13 Wu S Y. Study on self-healing mechanism of the concrete cracks. Master's Thesis, Dalian University of Technology, China, 2019(in Chinese). 武少赟. 混凝土裂缝自愈合机理研究.硕士学位论文,大连理工大学,2019. 14 Liu H, Huang H L, Wu X T, et al. Cement and Concrete Research,2019,120, 198. 15 Jiang Z W, Li W T, Yuan Z C. Cement and Concrete Composites,2015,57, 116. 16 Hassan K E, Cabrera J G, Maliehe R S. Cement and Concrete, 2000, 22, 267. 17 Isaia G C, Astaldini A L G, Moraes R. Cement and Concrete Composites, 2003, 25, 69. 18 Yan Y D, Jin W L, Wang H L. Industrial Construction, 2011, 41(5), 6(in Chinese). 延永东, 金伟良, 王海龙. 工业建筑, 2011, 41(5), 6. 19 Sabija B. Experimental and numerical investigation of chloride ingress in cracked concrete. Ph.D. Thesis, Delft University of Technology, the Netherlands, 2014. 20 Sisomphon K, Copuroglu O, Koenders E A B. Cement and Concrete Composites, 2012, 34(4), 566. 21 De Nardi C, Cecchi A, Ferrara L, et al. Composites Part B: Enginee-ring, 2017, 124, 144. 22 Shui Z H,Wei X S, Wang D M. Modern concrete science and technology, Science Press, 2015(in Chinese). 水中和, 魏小胜, 王栋民. 现代混凝土科学技术,科学出版社,2015. 23 Purdon A O. Journal of Chemical Technology and Biotechnology, 1940, 59, 191. 24 Wang X F, Fang C, Li D W, et al. Cement and Concrete Composites,2018, 92, 216. 25 Li G Y, Huang X F, Lin J S,et al. Construction and Building Materials,2019,200, 36. |
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