膨润土
腐蚀
碳钢
原位
材料科学
冶金
化学
岩土工程
地质学
有机化学
作者
James Hesketh,Haydn M. Haynes,B. V. Reddy,A. P. Rance,Clayton Bevas,Cristiano Padovani,Nikitas Diomidis
标识
DOI:10.1002/maco.202313767
摘要
Abstract In this paper, carbon steel corrosion rates from experiments performed in situ (performed in an underground rock laboratory) and ex situ (performed in a conventional laboratory) test methods in anaerobic saturated bentonite are compared. The results indicate that the long‐term corrosion rate follows a power law decay curve, with a higher initial rate and greater rate of decay at higher temperature. In compacted bentonite blocks, varying the density has no significant effect on the corrosion rate measured during in situ testing, whereas granular bentonite of an equal dry density leads to a higher corrosion rate. Precorrosion of test specimens in an aerated solution at room temperature has a negligible effect on the subsequent anaerobic corrosion rate when tested ex situ for durations up to 11.8 years. The main difference between in situ and ex situ tests is the formation of silicon‐rich corrosion products in the ex situ tests but not in the in situ tests. Despite these differences, the corrosion rates in both tests exhibit the same general temporal evolution and similar magnitudes, suggesting that the main steel degradation processes are maintained in both configurations.
科研通智能强力驱动
Strongly Powered by AbleSci AI