Erosion experiments and molecular dynamics simulations of hydrated calcium silicate under the action of sulfate

被引:13
作者
Cao, Kaiquan [1 ]
Wu, Dazhi [1 ]
Chen, Keyu [2 ]
Mao, Ningning [1 ]
机构
[1] Zhejiang Sci Tech Univ, Sch Civil Engn & Architecture, Hangzhou 310018, Peoples R China
[2] Zhejiang Univ, Sch Civil Engn & Architecture, Hangzhou 310058, Peoples R China
基金
中国国家自然科学基金;
关键词
C; -S; -H; Molecular dynamics; Calcium ions; Sulfate ions; Corrosion mechanism; C-S-H; ASPHALT-AGGREGATE INTERFACE; MECHANICAL-BEHAVIOR; CHLORIDE-IONS; NANO-PORES; FLY-ASH; PART I; CONCRETE; MAGNESIUM; ATTACK;
D O I
10.1016/j.jnoncrysol.2023.122362
中图分类号
TQ174 [陶瓷工业]; TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
The ion transport process between the C-S-H and corrosive ions was simulated using the molecular dynamics method. High-purity C-S-H gels were prepared using the solution method and were subjected to different du -rations of magnesium sulfate erosion. The microscopic morphology of the eroded samples was studied using X-ray diffraction (XRD), scanning electron microscopy (SEM). By analyzing the experimental and simulation re-sults, it was determined that the main erosion mechanism of the magnesium ions was to generate weak hydrated magnesium silicate or sphalerite, while the sulfate ions caused decalcification of the C-S-H, producing gypsum and thaumasite with swelling. Further, the addition of sulfate ions increased the diffusion coefficients of the magnesium and calcium ions, thus leading to enhanced erosion, and the erosion caused by the sulfate ions was the main cause of the ordinary Portland cement (OPC) mechanical and durability performance problems.
引用
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页数:10
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