Abstract
The electrical resistivity of hardened cement-based materials was measured in this work by a modified noncontact electrical resistivity measurement (MN-CM). The resistivity was further processed to compute the chloride diffusion coefficient (D ρ ) using the Nernst-Einstein equation. Also, the rapid chloride migration test (RCM) was carried out to obtain the chloride migration coefficient (D RCM ), and the relationship between D ρ and D RCM has been established. The obtained D ρ was further correlated to the pore structure parameters characterized by low-field nuclear magnetic resonance (NMR) spectroscopy. The results show that the D RCM is more sensitive to the change of pore connectivity, while D ρ is more sensitive to the change of porosity. The D ρ is smaller than D RCM since it strictly follows the Nernst-Einstein equation while RCM neglects the other driving forces such as capillary sorption and concentration gradient. It is concluded that the proposed MN-CM can obtain the chloride diffusion coefficient of saturated cement-based materials in a quick, stable, and reliable manner.
| Original language | English |
|---|---|
| Article number | 04019006 |
| Journal | Journal of Materials in Civil Engineering |
| Volume | 31 |
| Issue number | 3 |
| DOIs | |
| Publication status | Published - 1 Mar 2019 |
| Externally published | Yes |
Bibliographical note
Publisher Copyright:© 2019 American Society of Civil Engineers.
Keywords
- Chloride diffusion coefficient
- Electrical resistivity
- Formation factor
- Low-field nuclear magnetic resonance (NMR)
- Pore structure
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