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Investigating freeze-proof durability of air-entrained C30 recycled coarse aggregate concrete

Treść / Zawartość
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Incorporation of air-entraining agent has improved recycled concrete freeze-proof durability. However, it is very lacking to study the role of the entraining agent. In this paper, the influence of an air-entraining agent on freeze-proof durability for the ordinary C30 recycled coarse aggregate (RCA) concrete and air-entrained C30 RCA concrete was investigated with the laboratory comparative tests. The mass loss, the dynamic modulus of elasticity, ultrasonic wave velocity and cubic compressive strength were measured during freeze-thaw cycles. The test result showed the concrete’s performance was similar to the ordinary concrete and was better than that of other recycled concretes when the content of RCA was 50% and 0.03% of air-entraining agent was added for C30 RCA concrete. Meanwhile, the addition of air-entraining agent has an improved effect on the performance of recycled concrete, but the effect was limited.
Rocznik
Strony
507--524
Opis fizyczny
Bibliogr. 16 poz., il., tab.
Twórcy
  • School of Civil and Architecture Engineering, Xi’an Technological University, Xi’an, China
autor
  • School of Civil and Architecture Engineering, Xi’an Technological University, Xi’an, China
autor
  • School of Civil and Architecture Engineering, Xi’an Technological University, Xi’an, China
Bibliografia
  • [1] A. Gokce, S. Nagataki, T. Saekic, M. Hisada, “Freezing and thawing resistance of air-entrained concrete incorporating recycled coarse aggregate: the role of air content in demolished concrete,” Cement and Concrete Research, vol. 34, no. 5, pp. 799-806, 2004. https://doi.org/10.1016/j.cemconres.2003.09.014
  • [2] B. Johannesson, “Dimensional and ice content changes of hardened concrete at different freezing and thawing temperatures,” Cement Concrete and Composites, vol. 32, no. 1, pp. 73-83, 2010. https://doi.org/10.1016/j.cemconcomp.2009.09.001
  • [3] Haitao Yang, Shizhu Tian, “Experiment on properties of recycled aggregate concrete,” Applied Mechanics and Materials, vol. 377, pp. 99-103, 2013. https://doi.org/10.4028/www.scientific.net/AMM.377.99
  • [4] I. Barišić, B. Marković, M. Zagvozda, “Freeze-thaw resistance assessment of cement-bound steel slag aggregate for pavement structures,” International Journal of Pavement Engineering, vol. 20, no. 4, pp. 448-457, 2017. https://doi.org/10.1080/10298436.2017.1309192
  • [5] J. S. Li, C. L. Qin, “Strengths investigation of air entrained recycled fine aggregate mortar,” Applied Mechanics and Materials, vol. 253-255, pp. 432-435, Dec. 2012. https://doi.org/10.4028/www.scientific.net/AMM.253-255.432
  • [6] J. A. Bogas, J. de Brito, D. Ramos, “Freeze-thaw resistance of concrete produced with fine recycled concrete aggregates,” Journal of Cleaner Production, vol. 115, pp. 294-306, 2015. https://doi.org/10.1016/j.jclepro.2015.12.065
  • [7] J. Kim, J. H. Moon, J. W. Shim, J. Sim, H. G. Lee, G. Zi, “Durability properties of a concrete with waste glass sludge exposed to freeze-and-thaw condition and de-icing salt,” Construction and Building Materials, vol. 66, pp. 398-402, 2014. https://doi.org/10.1016/j.conbuildmat.2014.05.081
  • [8] Ministry of Housing and Urban-Rural Development of the People's Republic of China. Standard for Longterm Performance and Durability Testing Method of Ordinary Concrete (GB/T 50082-2009). Beijing: China Building Industry Press.
  • [9] Ministry of Housing and Urban-Rural Development of the People's Republic of China. Standard for Test Method of Mechanical Properties of Ordinary Concrete (GB/T 50081-2002). Beijing: China Building Industry Press.
  • [10] M. Zhang, Z. D. Qian, Q. B. Huang, “Test and evaluation for effects of freeze-thaw cycles on fracture performance of epoxy asphalt concrete composite structure,” Journal of Testing and Evalution, vol. 47, no. 1, pp. 556-572, 2019. https://doi.org/10.1520/JTE20170093
  • [11] O. Orie, O. Orojo, “Effect of recycled coarse aggregate on the compressive strength and modulus of rupture of concrete,” British Journal of Applied Science and Technology, vol. 4, no. 27, pp. 4006-4013, 2014. https://doi.org/10.9734/BJAST/2014/1030
  • [12] Q. Jiang, X. Z. Xia, Q. Zhang, “The influence of the air-entraining water-reducing agent on the mechanical properties of the recycled concrete,” Materials Research Innovations, vol. 19, pp. 514-520, 2015. https://doi.org/10.1179/1432891714Z.0000000001143
  • [13] R. Zaharieva, F. Buyle-bodin, W. Eric, “Frost resistance of recycled aggregate concrete,” Cement and Concrete Research, vol. 34, no. 10, pp. 1927-1932, 2004. https://doi.org/10.1016/j.cemconres.2004.02.025
  • [14] S. Jacobsen, “Calculating liquid transport into high-performance concrete during wet Freeze/thaw,” Cement and Concrete Research, vol. 35, no. 2, pp. 213-219, 2005. https://doi.org/10.1016/j.cemconres.2004.04.029
  • [15] S. Mandal, S. Chakarborty, A. Gupta, “Some studies on durability of recycled aggregate concrete,” The Indian Concrete Journal, vol. 76, no. 6, pp. 385-388, June 2002.
  • [16] Y. F. Zhang, “Experimental study on the fundamental mechanical property of recycled thermal insulation concrete post freeze-thaw,” Taiyuan University of Technology, China, 2017.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-392ee97d-db68-46ec-adae-502524b8513a
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