Investigations into the corrosive environments contributing to premature failure of Australian coal mine rock bolts

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• 作者：P. Craig^a ; ^{pcraig@jennmar.com.au" class="auth_mail" title="E-mail the corresponding author} ; S. Serkan^a ; P. Hagan^a ; B. Hebblewhite^a ; D. Vandermaat^a ; A. Crosky^b ; E. Elias^b
• 关键词：Rockbolt ; Stress corrosion cracking ; Corrosion ; Coal mining ; Ultrasonic testing
• 刊名：International Journal of Mining Science and Technology
• 出版年：2016
• 出版时间：January 2016
• 年：2016
• 卷：26
• 期：1
• 页码：59-64
• 全文大小：972 K

文摘

University of New South Wales (UNSW Australia) had been involved in the study of premature failure of rock bolts in Australia coal mines from the initial identification of the problem in 1999. Rock bolt steel changes over the last decade appear to have not reduced the incidence of failures. A broadened UNSW research project funded by the Australian Research Council (ARC) and Industry has targeted finding the environmental causes through extensive field and laboratory experiments. This paper describes the field studies conducted in underground coal mines, in particular attempts to measure the contribution to corrosion from groundwater, mineralogy and microbial activity. Various underground survey techniques were used to determine the extent of broken bolts, with the presence of both stress corrosion cracking (SCC) and localized deep pitting making no single technique suitable on their own. Groundwater found dripping from bolts across various coalfields in Australia were found to be not aggressive and known groundwater corrosivity classification systems did not correlate to where broken bolts were found. In-hole coupon bolts placed in roof strata containing claystone bands confirmed the clay as being a major contributor to corrosion. Microbes capable of contributing to steel corrosion were found to be present in groundwater, and culturing of the microbes taken from in-situ coupon bolts proved that the bacteria was present on the bolt surface. An ‘in-hole bolt corrosion coupon’ development by the project may have multiple benefits of (1) helping quantify newly developed corrosivity classification systems, (2) providing an in-situ ground support corrosion monitoring tool, and (3) for testing possible corrosion protection solutions.