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Test Research of Chloride Ion Penetration in Concrete Tunnel Lining Structure
Li, Zhong; Zhu, Yanpeng; Cui, Xiaoyan
2012
关键词Chloride erosion Permeability Lining structure Test research
卷号446-449
DOI10.4028/www.scientific.net/AMR.446-449.3155
页码3155-3159
英文摘要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.
会议录TRENDS IN CIVIL ENGINEERING, PTS 1-4
会议录出版者TRANS TECH PUBLICATIONS LTD
会议录出版地LAUBLSRUTISTR 24, CH-8717 STAFA-ZURICH, SWITZERLAND
语种英语
WOS研究方向Construction & Building Technology ; Engineering ; Materials Science
WOS记录号WOS:000308576701226
内容类型会议论文
源URL[http://119.78.100.223/handle/2XXMBERH/37108]  
专题土木工程学院
团委
通讯作者Li, Zhong
作者单位LanZhou Univ Technol, Sch Civil Engn, Lanzhou 730050, Peoples R China
推荐引用方式
GB/T 7714
Li, Zhong,Zhu, Yanpeng,Cui, Xiaoyan. Test Research of Chloride Ion Penetration in Concrete Tunnel Lining Structure[C]. 见:.
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