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Experimental and numerical studies on the chloride diffusion coefficient of calcium silicate hydrate gel
被引:1
|作者:
Liu, Lin
[1
]
Chen, Xiaohui
[1
]
Tao, Guanghui
[1
,2
]
Feng, Pan
[2
,3
]
Zhao, Haitao
[1
]
机构:
[1] Hohai Univ, Coll Civil & Transportat Engn, Nanjing, Peoples R China
[2] Southeast Univ, Sch Mat Sci & Engn, Jiangsu Key Lab Construct Mat, Nanjing, Peoples R China
[3] State Key Lab High Performance Civil Engn Mat, Nanjing, Peoples R China
基金:
中国国家自然科学基金;
关键词:
Calcium silicate hydrates;
Chloride diffusion coefficient;
Diffusion path conversion;
Steady-state migration;
3D lattice diffusion modelling;
C-S-H;
LEACHED CEMENT PASTES;
MECHANICAL-PROPERTIES;
PORE-STRUCTURE;
TRANSPORT-PROPERTIES;
DRYING SHRINKAGE;
ION DIFFUSION;
MICROSTRUCTURE;
MODEL;
DENSIFICATION;
D O I:
10.1080/21650373.2024.2372591
中图分类号:
TU [建筑科学];
学科分类号:
0813 ;
摘要:
The chloride diffusivity of calcium silicate hydrate (C-S-H), as the main hydration product of cement paste, plays an important role for the durability of concrete structures, especially for low w/c ratio ones. In this paper, in order to measure the chloride diffusion coefficient of C-S-H, a diffusion path conversion method is proposed to convert the primary diffusion path of ions from capillary pores to gel pores. By combining diffusion path conversion method with steady-state migration test, the diffusion coefficients of C-S-H are obtained. Based on 3D nanostructure, which is generated by a hybrid scheme of Grand Canonical Monte Carlo and Molecular Dynamics, the chloride diffusion coefficient of C-S-H is predicted by a 3D diffusive lattice modelling. Results from the experiments and simulation are compared with the data in the literature. Our work contributes to the understanding of C-S-H diffusivity and is of great importance for predicting the long-term durability of concrete structure.
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页码:1228 / 1241
页数:14
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