Abstract
Corrosion of steel roof support systems can cause potential premature failure of the support, thus adversely affecting the excavation stability and rock-related safety. An in-house corrosion test system was designed and developed to test full-length roof bolts for material performance based on tensile load capacity and strength under different corrosive conditions found underground. The roof bolts tested are also used to identify the possible corrosion mechanisms that influenced the bolts’ performance over time. Initially, the most commonly used bolt material in the USA, the ASTM A615 grade 60 steel roof bolts, was tested with and without stresses in a simulated underground coal mining environment for approximately 6 months, and the results are discussed. Localized corrosion forms such as crevice and pitting were mainly observed after testing. The stressed and unstressed roof bolts with and without threads that were tested in alkaline coal mine corrosive environment for 6 months passed their load-bearing capacity as per ASTM F432 test standards. From the results, it is concluded that this test protocol could be applicable to test the material performance of different roof bolt metallurgies and coatings with desired modifications to the proposed methodology for the specific underground mine environment. This paper mainly discusses the test system and protocol and shortcomings of the system and makes recommendations based on the observations and results.
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The authors thank Minova USA management for their support for this project by supplying roof bolts and access to the Marion, Illinois facility to perform tensile tests.
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Bylapudi, G., Spearing, A.J.S., Mondal, K. et al. Design and Evaluation of the Roof Bolt Corrosion Test System in a Simulated Underground Coal Mine Environment. Mining, Metallurgy & Exploration 37, 593–604 (2020). https://doi.org/10.1007/s42461-019-00164-x
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DOI: https://doi.org/10.1007/s42461-019-00164-x