CHARACTERISATION OF CHLORIDE TRANSPORT AND REINFORCEMENT CORROSION IN CONCRETE UNDER CYCLIC WETTING AND DRYING BY ELECTRICAL RESISTIVITY
By R. Polder, W. Peelen. 2002
225 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Pollution
View Paper: https://www.semanticscholar.org/paper/4aad05c9339eabceaf158ca99fcbe3e046acbd16
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- Ali Akbar Ramezanianpour
- E. Redaelli
- F. T. Isfahani
- Emilio Bastidas-Arteaga
- Mauricio Sánchez-Silva
- P. Basheer
- F. Lollini
- Weiwen Li
In Pollution
- Ali Akbar Ramezanianpour
- E. Redaelli
- F. T. Isfahani
- F. Lollini
- Weiwen Li
- Franck Schoefs
- P. Azarsa
- Luca Bertolini
Citations in the corpus
- Electrical Resistivity of Concrete for Durability Evaluation: A Review (2017, methodology): “[50] Six days in fog room/three weeks in room condition 20 26 weekly cycles of 24 h 3% NaCl solution penetration and drying for 6 days/after 30 weeks, various conditions 52”
- Chloride transport and the resulting corrosion of steel bars in alkali activated slag concretes (2016, background): “It is known that electrical resistivity measurements are significantly influenced by the pore solution conductivity of the concrete and, therefore, the bulk resistivity alone cannot be used to represent the pore structure of concretes [37, 38].”
- Practical evaluation of relationship between concrete resistivity, water penetration, rapid chloride penetration and compressive strength (2011, background): “On the other hand, concrete resistivity is also a geometry independent material property that depends on the moisture content and the concrete composition [12].”
- Non-destructive methods for measuring chloride ingress into concrete: State-of-the-art and future challenges (2014, background): “The most studied and developed general methods could be classified in: (i) ion selective electrodes (ISE) [11, 12, 10, 13, 14, 15], (ii) electrical resistivity (ER) [16, 17, 18, 7, 19, 8], and (iii) optical fiber sensor (OFS) [20, 21, 22, 23, 24].”
- Effects of Nanosilica on Compressive Strength and Durability Properties of Concrete with Different Water to Binder Ratios (2016, methodology): “As a consequence, the apparent chloride diffusion coefficient has linear correlation with inverse of the resistivity [33] and this correlation was obtained and shown in Figure 15 with a linear regression as specified in the figure.”