Article ID Journal Published Year Pages File Type
312716 Tunnelling and Underground Space Technology 2008 9 Pages PDF
Abstract

Friction type steel rock bolts are one of the most commonly used for reinforcing tunnels (since the late 1970s) due to their ability to sustain large rock mass displacements. In this paper, corrosion behavior of an FRS rock bolt (ASTM A607 steel) was investigated under Yucca Mountain simulated concentrated water at different concentrations (1×, 10× and 100×) and temperatures by using electrochemical measurements. Effects of individual salts, chlorides, sulfates, bicarbonates and silicates were also evaluated using the same method. Overall, the corrosion rate was an order of magnitude higher in an aerated condition than in a deaerated condition. The results from the individual salts showed the highest corrosion for the bicarbonate salts (∼300 μm/yr) and lowest for the silicate (4 μm/yr). The bicarbonate solutions accelerate the anodic dissolution of steel at higher concentrations. In the case of silicate solutions, the rock bolt shows passivity even at a higher negative potential (−925 mV) compared to other salts (∼−750 mV) with a large passive region which forms a protective layer on the specimen surface.

Related Topics
Physical Sciences and Engineering Earth and Planetary Sciences Geotechnical Engineering and Engineering Geology
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