Review Article
Electrical Resistivity of Concrete for Durability Evaluation: A Review
Table 4
Details of the different measurement methods used in the literature.
| Refs | Measurement technique | Concrete resistivity | Rapid chloride permeability test | Others | Two-electrode | Four-point method |
| [4] | × | — | — | Rapid chloride migration test (NT Build 492) & ASTM C1760 | [16] | × | — | — | — | [22] | × | — | — | — | [23] | × | × | — | Multiring electrodes | [8] | × | × | — | NT Build 492 | [24] | — | × | — | — | [25] | — | × | — | — | [26] | × | × | — | — | [27] | — | × | — | — | [28] | — | × | — | Steel potential | [29] | × | × | — | — | [30] | — | × | — | Ultrasonic Pulse Velocity | [11] | — | × | — | Electric imaging | [31] | — | × | × | — | [32] | — | × | — | — | [33] | × | — | — | NT Build 492 | [34] | — | × | — | — | [35] | — | × | — | — | [36] | × | — | — | — | [37] | × | × | — | NT Build 492 | [38] | × | — | — | — | [39] | × | × | — | — | [40] | × | × | — | — | [41] | — | × | — | — | [42] | × | × | × (ASTM C1202) | — | [43] | × | × | — | — | [44] | — | × | — | — | [45] | × | — | — | — | [46] | × | × | × (AASHTO T227) | Half-cell potential | [47] | × | × | — | — | [48] | — | × | — | — | [49] | — | × | — | — | [50] | × | — | — | Steel corrosion potential | [51] | × | — | — | NT BUILD 492 | [52] | — | × | — | ASTM C1556-04 | [53] | × | × | × (ASTM C1202) | — | [54] | — | × | × | KDOT Boil Testing | [55] | — | × | — | Bulk diffusion test (NT Build 443), NT Build 492 | [56] | — | × | × | Water Penetration Depth | [57] | — | — | — | Resistivity using disc method (one external electrode) | [58] | × | × | — | NT Build 492 | [59] | — | × | — | Natural diffusion test (90 days) | [60] | — | × | — | Half-cell potential method | [21] | × | × | — | — | [61] | × | × | — | — | [62] | × | × | — | — | Authors | × | × | × | UPV, half-cell potential, infrared camera |
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