Study on Chloride Ion Migration Characteristics of Self Compacting Concrete

Wen Xian Liu; Cheng Yu Tian

doi:10.4028/www.scientific.net/AMR.953-954.1668

Paper Titles

Experimenting Mechanism and Material Optimization of Fe-Ni Foam Metal about Suppressing Gas Explosion and Propagation
p.1633

Numerical Simulation on the Effect of Compound Roof Separation Position on Bolting Performance
p.1638

Crystallization and Mechanical Properties of Glass-Ceramic from Silicon Slag
p.1643

The Buckling Optimization on Composite Beam with Hat Stiffener
p.1649

Automation of Strength Calculations for Beam Structures
p.1653

Method of Determining the Length of Approach Slab for Highway Bridge
p.1657

The Use of Wireless Systems and Assessment Models for the Sustainability of Intelligent Buildings
p.1663

Study on Chloride Ion Migration Characteristics of Self Compacting Concrete
p.1668

Study on Gasification Characteristics of Petroleum Asphalt in a Two-Stage Gasifier
p.1673

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 953-954Study on Chloride Ion Migration Characteristics of...

Study on Chloride Ion Migration Characteristics of Self Compacting Concrete

Abstract:

experimental research is carried out in this article under typical environmental conditions, by simulating the actual environmental conditions, the migration process and its characteristics in sedimentary distribution of erosion medium such as chloride ion and sulfate ion of self compacting concrete is discussed, ion transfer characteristic and migration model of ionic medium in concrete is established.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 953-954)

Pages:

1668-1672

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.953-954.1668

Citation:

Cite this paper

Online since:

June 2014

Authors:

Wen Xian Liu, Cheng Yu Tian

Keywords:

Chloride Ion Migration, Concrete Permeability, Self Compacting Concrete

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Chalee W ，Jaturapitakkul C，Chindaprasirt P．Predicting the chloride penetration of fl y ash concrete in seawater[J]．Marine Structures，2009，22：341-353.

DOI: 10.1016/j.marstruc.2008.12.001

Google Scholar

[2] Wei Liang Jin, Qingfang Lv, Xi Zhao Yu et al. Research on design method of durability of concrete structure and the prediction of life [J]. Journal of building structures, 2007, 28(1): 7-13 (in Chinese).

Google Scholar

[3] Yi Zhang, Changjian Yao, Weiliang Jin. The distribution rule of chloride ions in concrete in wet and dry region varies with elevation alternating [J]. Journal of Zhejiang University: Engineering Science, 2009, 43(2): 360 365 (in Chinese).

Google Scholar

[4] Baomin Wang, Ni Tu, Zhiqiang Guo. Experimental study on the performance of resistance to chloride ion permeability of crumb rubber concrete [J] Low temperature architecture technology, 2012 (9): 1(in Chinese).

Google Scholar

[5] Yuxia Guo, Jin Xin Gong. Experimental study of chloride in reinforced concrete electrochemical [J]. Journal of Taiyuan University of technology, 2011, 42(6): 588(in Chinese).

Google Scholar

[6] STMC 1202 ：622—630．Standard test method for electrical indication of concrete' Stability to resist chloride ion penetration[S].

Google Scholar

[7] Whiting D Rapid measurement of the chloride permeability of concrete[J]．Public Roads，1996，45(12)：1831.

Google Scholar

[8] ASTM internationa1．C1202—94 Standard test method for electrical indication of concrete S ability to resist chloride ion penetration[S]. West Coushohocken, (1994).

Google Scholar