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Investigations Into the Corrosive Environments Contributing to Premature Failure of Australian Coal Mine Rock Bolts

机译:对导致澳大利亚煤矿岩壁螺栓过早失效的腐蚀环境的调查

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The University of New South Wales (UNSW Australia) had been involved in the study of premature failure of rock bolts in Australian coal mines from the initial identification of the problem in 1999 (Crosky et al 2002). 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.
机译:从1999年首次发现问题开始,新南威尔士大学(澳大利亚新南威尔士州)就参与了澳大利亚煤矿岩栓的过早破坏研究(Crosky等,2002)。过去十年来,岩石螺栓钢的更换似乎并未减少故障的发生率。由澳大利亚研究委员会(ARC)和工业界资助的扩大的UNSW研究项目旨在通过广泛的现场和实验室实验来寻找造成环境的原因。本文介绍了在地下煤矿中进行的现场研究,特别是试图测量地下水对腐蚀,矿物学和微生物活动的影响的尝试。由于存在应力腐蚀开裂(SCC)和局部深点蚀,因此使用了各种地下勘测技术来确定螺栓断裂的程度,因此没有一种技术可以单独使用。在澳大利亚各个煤田中发现的从螺栓上滴下的地下水没有侵蚀性,并且已知的地下水腐蚀度分类系统与发现螺栓损坏的位置无关。放置在包含粘土岩带的屋顶地层中的孔内试样螺栓证实了粘土是腐蚀的主要因素。发现在地下水中存在能够导致钢腐蚀的微生物,并且对从原位附连螺栓获取的微生物进行的培养证明细菌存在于螺栓表面。该项目开发的“井内螺栓腐蚀试样”可能具有多种好处:1)帮助量化新开发的腐蚀度分类系统; 2)提供就地支撑腐蚀监测工具; 3)测试可能的腐蚀防护解决方案。

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