Test Research of Chloride Ion Penetration in Concrete Tunnel Lining Structure

Article Preview

Abstract:

Chloride ion diffusion coefficient is an important indicator reflected the concrete durability in chloride erosion environment, and affects the service life of concrete structure directly. By the indoor test of chloride acceleration permeability, the chloride ions diffusivity is studied in the tunnel lining structure, and the variation law of the chloride content is tested with the change of penetration depth of different age specimen. Tests shows, with the increases of the penetration depth, the chloride content decrease gradually and finally tend to the initial chloride content of the specimen. Penetration time has a strong cumulative effect on the internal concentration of chloride ions in concrete, the high or low level of chloride ion concentration have a role of promotion or reduction for the chloride ion penetration in the concrete inside. The results provide an important basis for the predictions of service life of tunnel lining in chloride erosion environment.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

3155-3159

Citation:

Online since:

January 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] JIANG Linhua. Chloride penetration test on concrete[J].Journal of Chinese Society for Corrosion and Protection, 2002,22(6):343~347(in Chinese).

Google Scholar

[2] Wang Dongmin, Zuo Yanfeng, OuYang Shixi. Chloride Ions Diffusion Properties in High Performance Concrete with Different Possolantic Materials[J]. Journal of the Chinese Ceramic Society, 2004, 32(7): 858~861.

Google Scholar

[3] LI Zhong,etal.Tests on Structure Behavior's Degradation of Shield Tunnel Lining in Chloride Erosion[J]. Chinese Journal of Underground Space and Engineering.2009,12,vol5:1092~1097(in Chinese).

Google Scholar

[4] RILEM Technical Committees.Analysis of water soluble chloride content in concrete Recommendation [J]. Engineering Materials and Structures Volume 35, Number 9, 586-588.

DOI: 10.1007/BF02483129

Google Scholar

[5] Nobuaki Otsuki, Shin-ichi Miyazato. Influence of Recycled Aggregate on Interfacial Transition Zone, Strength, Chloride Penetration and Carbonation[J]. Material in Civil Engineering, 2003, 15(5): 443~451.

DOI: 10.1061/(asce)0899-1561(2003)15:5(443)

Google Scholar

[6] Shi C,etal. Effect of supplementary cementing materials on the specific conductivity of pore solution and its implications on the rapid chloride permeability test (AASHTO T277 and ASTM C1202) results[J].ACI Materials Journal,1998,95(4):389~394.

DOI: 10.14359/381

Google Scholar

[7] Streicher P E, Alexander M G.A chloride conduction test for concrete[J].Cement and Concrete Research,1995,25(6):1284~1294.

DOI: 10.1016/0008-8846(95)00121-r

Google Scholar

[8] Feldman R F,et al.Rapid chloride permeability test on blended cement and other concretes:correlations between charge,initial cur-rent and conductivity [J]. Construction and Building Materials,1999,13:149~154.

DOI: 10.1016/s0950-0618(98)00033-6

Google Scholar