リニューアル (10)

[VI-383] Verification of repair effect by rebar corrosion monitoring of reinforced concrete bridge repair part

*Yuuta Usui¹, Kumiko Yamane¹, Masaru Yokota², Takanori Kawaguchi³, Chinatsu Saito⁴ (1. West Nippon Expressway Engineering Chugoku Co., Ltd, 2. Yokota DPC Laboratory, 3. DENKA RENOTEC, 4. West Nippon Expressway Company Limited)

Keywords:reinforced concrete hollow slab bridge, cross section repair, monitoring, half-cell potential, polarization resistance