Deterioration Mechanism of Concrete Subjected to Acid Rain Attack-An Experimental and Modeling Approach

被引:2
|
作者
Li, Beixing [1 ]
Yuan, Xiaolu [2 ]
Zhang, Yaming [1 ]
Zhu, Wenkai [1 ]
机构
[1] Wuhan Univ Technol, State Key Lab Silicate Mat Architecture, Wuhan 430070, Peoples R China
[2] China Three Gorges Univ, Key Lab Geol Hazards Three Gorges Reservoir Area, Minist Educ, Yichang 443002, Peoples R China
基金
中国国家自然科学基金;
关键词
acid rain; deterioration mechanism; concrete; modeling; STRENGTH;
D O I
10.1007/s11595-022-2606-z
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The experimental and modeling approaches were taken to study the deterioration mechanism of concrete under acid rain attack. Concrete specimens were prepared and exposed to the simulated acid rain environment. The neutralization depth of concrete was measured, and the mineralogical composition and microstructure of concrete were analyzed using X-ray diffraction (XRD) and scanning electron microscope (SEM). The experimental results show that the degradation of concrete increases with the corrosion time and the decrease in pH value of acidic solution from 3.5 to 1.5. Concrete was corroded by H+ and SO42- in acid rain, producing gypsum and leading to the neutralization of concrete. The acid rain exposure also resulted in the decomposition of hydration products of cement, such as C-S-H and ettringite, forming the main corrosion products of gypsum and SiO2 center dot nH(2)O. Based on the second Fick diffusion law, a model was developed to describe the deterioration mechanism of concrete exposed to acid rain mathematically, coupling the diffusion of reactive ions and the corrosion reaction. The simulation results and the experimental results were compared and discussed.
引用
收藏
页码:849 / 854
页数:6
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