Morales, M., & Isgor, O. B. (2015). Improved corrosion inspection procedures for reinforced concrete bridges : electrical resistivity of concrete. Pacific Northwest Transportation Consortium. https://rosap.ntl.bts.gov/view/dot/29417
Morales, Monica and O. Burkan Isgor. Improved corrosion inspection procedures for reinforced concrete bridges : electrical resistivity of concrete. Pacific Northwest Transportation Consortium, 2015. https://rosap.ntl.bts.gov/view/dot/29417.
Morales, Monica, and O. Burkan Isgor Improved corrosion inspection procedures for reinforced concrete bridges : electrical resistivity of concrete. Pacific Northwest Transportation Consortium, 2015, ROSA P. https://rosap.ntl.bts.gov/view/dot/29417.
The effects of steel reinforcement and chloride-induced corrosion initiation on the electrical resistivity measurements using the Wenner
;
probe technique were studied experimentally on custom-designed reinforced concrete slabs. Investigation parameters included (1) probe
;
configurations with respect to rebar mesh, (2) rebar density, (3) epoxy coating on the rebar, (4) concrete cover thickness over embedded
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reinforcement, (5) chloride ingress, and (6) corrosion of rebar. The concrete moisture condition and cover thickness influenced the effect
;
of rebar mesh. It was theorized that bound chlorides increased electrical resistivity measurements and counteracted the effect of free
;
chlorides. It was observed that epoxy coated rebar did not significantly affect measurements. Uncoated rebar affected resistivity
;
measurements, particularly for saturated and semi-saturated concrete. Corrosion initiation was observed to have no significant effect on
;
measurements. Larger concrete cover thicknesses provided for more discrepancy between half-cell potential and electrical resistivity
;
measurements. Recommendations to increase electrical resistivity measurement accuracy on reinforced concrete slab surfaces are made.
Morales, M., & Isgor, O. B. (2015). Improved corrosion inspection procedures for reinforced concrete bridges : electrical resistivity of concrete. Pacific Northwest Transportation Consortium. https://rosap.ntl.bts.gov/view/dot/29417
Morales, Monica and O. Burkan Isgor. Improved corrosion inspection procedures for reinforced concrete bridges : electrical resistivity of concrete. Pacific Northwest Transportation Consortium, 2015. https://rosap.ntl.bts.gov/view/dot/29417.
Morales, Monica, and O. Burkan Isgor Improved corrosion inspection procedures for reinforced concrete bridges : electrical resistivity of concrete. Pacific Northwest Transportation Consortium, 2015, ROSA P. https://rosap.ntl.bts.gov/view/dot/29417.
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