Study on Chloride Ions Erosion Model of Concrete Buildings in Irrigated Area

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Abstract:

Chloride ions are the main factors of concrete building in irrigated area. Through the analysis of the failure mechanism which chlorine ion to the building in irrigation return water, the mathematical mode is established to forecast the service life of buildings in high salinity groundwater erosion environment.

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2712-2715

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September 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Boddy A, Bentz E, An overview and sensitivity study of a multimechanistic chloride transport model[J].Cement and Concrete Research;1999 (29):827-837.

DOI: 10.1016/s0008-8846(99)00045-9

Google Scholar

[2] Jin W L and Zhao Y X, 2001. Test study on bending strength of corroded reinforced concrete beams. Industrial Construction, 31(5):9-11.

Google Scholar

[3] Li J Y and Cao J G. 2004.Research and Application of Durability in Hydraulic Engineering Concrete.Electric Press.

Google Scholar

[4] M.D.A. Thomas, J.D. Matthews,2001. Carbonation of fly ash concrete Magazine of concrete research ,No 160

Google Scholar

[5] Sun W and Yu H F. 2002. The prediction model and its application of reinforced concrete structures' service life in Salt Lake[J]. Journal of Southeast University,2002,32(4):638-642.

Google Scholar

[6] Wang L C. 2004. Chloride Ion Corrosion Model for Concrete in Chloride Environment and Its Research Development. Port & Waterway Engineering, 363(4):5-9.

Google Scholar