The Carbonized Life of Fiber Reinforced Concrete Nuclear Waste Storage Containers

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Abstract:

The hybrid fiber reinforced concrete containers for keeping nuclear waste (NWSC) were made by the concrete which mixed polypropylene fibers (0.9kg/m3) and 20mm basalt fiber (2.5kg/m3). The carbonation depth model was established by analyzing carbonation depth of ordinary concrete and hybrid fiber reinforced concrete that through the accelerated carbonization testing. And then two kinds of different concrete NWSC carbonation life were predict according to the similarity theory. The results show that the carbonation life of hybrid fiber reinforced concrete NWSC is 67% higher than ordinary concrete ones, The addition of fiber can improve the resistance ability of concrete. The hybrid fiber reinforced concrete storage container can meet the requirements of the service life-300a when the thickness of the protective layer is more than 32mm.

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Advanced Materials Research (Volumes 671-674)

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1936-1940

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March 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] H. M Gao, Bing Liang, Y.W. Lan, Mechanics Problems in the Handle of Nuclear Waste Material Underground and Countrole Measures. Journal of Geological Hazards and Environment Preservation. vol 6, pp.52-56, (2004).

Google Scholar

[2] Z.D. Wang, Research and Evaluation on the Deteriotation of Concrete Subject to Multi-factor, China building materials academy, Beijing, (2010).

Google Scholar

[3] H.P. Mu, Y.H. Bu, R.C. Cheng, . The DeveloPment and APPlication of Fiber Cement, Petroleum Drilling Techniques, vol33, pp.30-36, (2005).

Google Scholar

[4] D.X. Zhou, J.G. Hou, Lei. Cui, Review of Researches on Force Performance of Steel Ffiber Reinforced Concrete at Home and Abroad, Engineering Journal of Wuhan University, vol41, pp.58-60, (2008).

Google Scholar

[5] J.D. Han Jiande, Wei Sun, G.H. Pan, Recent Development on Theoretical Model of Carbonation Reaction of Concrete, Journal of the chinese ceramic society. vol8, pp.1143-1153, (2012).

Google Scholar

[6] Q.Y. Guan, X.Z. Zhang, M.G. Zhang, Microstructure Research on Hydraulic Carbonated Concrete, Sichuan Building Science, vol8, pp.194-196, (2012).

Google Scholar

[7] X.P. Xie, D.Y. Gao, Jun Zhao. Experimental Research on Tthe Compressive Strength of Steel Fiber Reinforced Concrete Under The Action of Carbonization, Sichuan Build ing Science, vol4, pp.83-85, (2007).

Google Scholar

[8] X.M. Wan, Deterioration Mechanisms of Reinforced Concrete Structures under Combined Mechanical and Environmental Action, Xi'an University of Architecture & Technolog, (2011).

Google Scholar

[9] Solid Radioactive Waste of Low and Intermediate Level Concrete Container (EJ914-2000).

Google Scholar

[10] Fan Yang, Low Amount of Cement Concrete Mechanics and Durability Test[, Changsha: Central South University, (2008).

Google Scholar

[11] Y.J. Du, Study on The Durability of The Subway Concrete Structure and Sevrice Life Predietion, HohaiUnviersity, (2005).

Google Scholar

[12] Meng Liu, C.J. Shi , F. Q He. Research on Carbonation Resistance of Changsha Metro- concrete and Service Life Prediction[J]. Concrete, vol3, pp.62-65, (2012).

Google Scholar