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Journal of Wuhan University of Technology-materials Science Edition | 2012

Influence of anion types on the electrodeposition healing effect of concrete cracks

Hongqiang Chu; Linhua Jiang; Ning Xu; Chuansheng Xiong

With the zinc salt and magnesium salt solutions, the influence of anion types on the electrodeposition healing effect of concrete cracks was investigated, four parameters such as rate of weight gain, surface coating, crack closure, and crack filling depth were measured, and the mineral composition and appearance of electrodeposits in the cracks were analyzed. The experimental results demonstrate that the electrodeposition healing effect is the best by adopting ZnSO4 and MgSO4 solutions. The mineral composition of electrodeposits in the cracks does not change with the anion types. The most particles of ZnO crystal appear as fusiform by using zinc salt solutions. If we selected MgSO4 solution, the Mg(OH)2 crystal was porous honeycomb. The electrodeposits present as flake structure while the other magnesium salt solutions were adopted.


Journal of Wuhan University of Technology-materials Science Edition | 2014

Evaluation research on applicability of rapid iodide migration test

Zijian Song; Linhua Jiang; Hongqiang Chu; Chuansheng Xiong

The applicability of the rapid iodide migration test was systematically studied. Comparative experimental tests of different test conditions, including several external voltages, test durations, concrete ages and mixing proportions, were carried out to make clear the transport behaviors of iodide under parallel electric fields. Numerical simulations were also done using the finite element method to found the correlation between chloride and iodide transport behaviors. The test and numerical results show that the chloride transport behaviors of RIM and RCM tests have a good correlation under the several conditions used in the present paper. Moreover, the influence of external conditions (external voltages, test durations) on the test results is small. Thus, it can be concluded that the RIM method is available to determine the chloride penetration resistance of the chloride-eroded structural concrete.


Construction and Building Materials | 2014

Influence of carbonation on chloride-induced reinforcement corrosion in simulated concrete pore solutions

Rong Liu; Linhua Jiang; Jinxia Xu; Chuansheng Xiong; Zijian Song


Electrochemistry | 2014

Electrochemical Characterization of a Solid Embeddable Ag/AgCl Reference Electrode for Corrosion Monitoring in Reinforced Concrete

Ming Jin; Jinxia Xu; Linhua Jiang; Guofu Gao; Hongqiang Chu; Chuansheng Xiong; Hailang Gao; Peng Jiang


Construction and Building Materials | 2014

Modeling of chloride diffusion in concrete immersed in CaCl2 and NaCl solutions with account of multi-phase reactions and ionic interactions

Zijian Song; Linhua Jiang; Hongqiang Chu; Chuansheng Xiong; Rong Liu; Lushen You


Construction and Building Materials | 2014

Influence of cation type on deterioration process of cement paste in sulfate environment

Chuansheng Xiong; Linhua Jiang; Zijian Song; Rong Liu; Lushen You; Hongqiang Chu


Construction and Building Materials | 2014

Use of electrochemical method for repair of concrete cracks

Hongqiang Chu; Linhua Jiang; Chuansheng Xiong; Lushen You; Ning Xu


Construction and Building Materials | 2016

Influences of exposure condition and sulfate salt type on deterioration of paste with and without fly ash

Chuansheng Xiong; Linhua Jiang; Yi Xu; Zijian Song; Hongqiang Chu; Qingxiang Guo


Construction and Building Materials | 2016

Deterioration of pastes exposed to leaching, external sulfate attack and the dual actions

Chuansheng Xiong; Linhua Jiang; Yi Xu; Hongqiang Chu; Ming Jin; Yan Zhang


Construction and Building Materials | 2016

Distance-associated chloride binding capacity of cement paste subjected to natural diffusion

Zijian Song; Linhua Jiang; Ziming Zhang; Chuansheng Xiong

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