Corroded Mechanism and Repair Technology of Concrete Buttress of Irrigation District


Article Preview

Based on the mechanism research of pipe buttress corroded by the high salinity groundwater, this paper suggested that the corrosion problem can be solved by improving the anti-corrosion capability of the buildings in itself and reducing erosive medium. This paper put forward some repair technology and prevention method worthy popularization for corrosion of concrete buildings in irrigation district.



Advanced Materials Research (Volumes 250-253)

Edited by:

Guangfan Li, Yong Huang and Chaohe Chen






C. D. Xu et al., "Corroded Mechanism and Repair Technology of Concrete Buttress of Irrigation District", Advanced Materials Research, Vols. 250-253, pp. 2800-2806, 2011

Online since:

May 2011




[1] Hong N F. 1999. Corrosion and protective technology of rebar in concrete (3) –Rebar corrosion by chloric salt. Industrial construction, 29(10): 60-63.

[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.

[3] Jin W L and Zhao Y X. 2002. Durability of concrete structure. Science Press.

[4] Kiyoshi Okada, et al, 1998. Influence of longitudinal cracking due to reinforcement corrosion on characteristics of reinforced concrete members, ACI Structural Journal.

DOI: 10.14359/2687

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

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

[7] Wang R C, Zhu L, Li Z F. 2004. A study on multi-nismic chloride diffusion and transport model and sensitivity. Journal of Harbin Institute of Technology, 36(6): 824-828.

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

In order to see related information, you need to Login.